North American Green is leading the erosion control industry with an advanced line of performanceguaranteed temporary and permanent rolled erosion control products to alleviate tough erosion control and vegetation establishment problems. Through our stateof-the-art manufacturing facility, we ensure the highest product quality. Our temporary erosion control blankets are ideal for protecting and revegetating slopes and drainage swales from 2 months to 36 months. Depending on your erosion control needs these blankets are available with either photodegradable synthetic or 100% biodegradable “leno” woven jute netting and your choice of straw, straw/coconut, or coconut fibers. While all North American Green erosion control blankets provide exceptional erosion control, our 100% biodegradable blankets utilize jute netting that absorbs water, allowing them to contour to the soil surface for increased erosion control capabilities. For tougher applications, we offer the Vmax3 Series of permanent composite turf reinforcement mattings, and the P300 permanent turf reinforcement mat. These products can extend the erosion resistance of vegetation up to that of 30inch rock riprap… allowing employment of vegetation on severe slopes with heavy runoff, channels experiencing critical high shear stress flows, and shorelines. An important new product in our industry-leading erosion and sediment control line is the SedimentSTOP™ Biodegradable Filtration System. Designed for use in disturbed sites with unprotected topsoil, particularly sloping areas, SedimentSTOP is a lightweight, easy to handle product that filters sediment from stormwater runoff, providing superior sediment protection for a wide variety of applications. How the Urinary Bladder Works The urinary bladder is round, ball-shaped, muscle with a delicate membrane on the inside surface. Most of the time the bladder muscle is "at rest" and urine easily flows into the bladder from the ureters which drain the kidneys. There is little or no pressure inside the bladder during this period of muscle relaxation. Urine drains from the bladder and out of the body through the urethra. A second muscle - the sphincter - completely surrounds and constricts the urethra. The urinary sphincter muscle is active or "contracted" most of the time thus preventing urine from constantly draining from the bladder. Normal filling and emptying of urine from the bladder involves sophisticated neurological [nervous system] involvement of the brain, spinal cord, pelvic nerves and both the bladder and sphincter muscles. During filling of the bladder the bladder muscle is relaxed and the urethral sphincter is contracted. Just the opposite occurs during normal urination. During urination the bladder muscle contracts increasing pressure in the bladder. At the same time the sphincter muscle relaxes. As pressure increases inside the bladder and pressure drops inside the urethra urine flows out of the body. The bladder and urethral sphincter muscles are similar to other muscles in the body. They may become less powerful with time. They also are subject to spasm. Infection, stones, and trauma from tubes or catheters are examples of phenomena that may induce contraction or spasm of the bladder muscle. Such contractions may give the patient an "urgent need to urinate". Proper function of the bladder requires sophisticated coordination of the bladder and urethral sphincter muscles. The coordination is provided by the neurological system and involves the brain, spinal cord and pelvic nerves -- as well as the two muscles. Aging and many major and minor neurological problems contribute to abnormal bladder function. As muscles age their strength may decline, but their sensitivity seems to increase. Older muscles seem to have a lower threshold for irritation or stimulation. For example, small volumes of urine may stimulate a desire to urinate in the older individual whereas the same small volume may not stimulate an urge in a younger person, Moreover, a less powerful bladder muscle will generate less pressure in the bladder and sometimes the bladder does not empty completely. A variety of factors affect nerve sensitivity and muscle power. SAND DUNE FORMATION-WIND EROSION CONTROL-DUST CONTROL PRODUCTS INTRODUCTION Erosion of surface soils due to the action of wind has become a major problem in arid and semi arid areas across the world. Advancing deserts under the action of wind are rendering arable and fertile land, infertile. The importance of coastal dunes and their impact on the ecology is now clearly recognized. Coastal dunes help save lives and property during cyclone and storms by breaking the force of waves that lash the coast. Suspended particles in the air have been known to affect health of humans and governments in various countries have enacted legislation to control them. Florafab™ Geotextiles made from natural fibre yarn such as coir, jute, etc. can be used for wind erosion control, dust control, sand dune formation and stabilization. PRODUCTS Jute Light-weight jute fabrics have been found useful in dust control. The hairiness of the yarns and the size of the openings in the mesh determine the size and the amount of suspended matter entrapped. Generally the material is used as a fence installed vertical to the ground with the help of wooden stakes or metal rods The products can also be used as covers for waste dumps, open cast mines, sand dune stabilisation and construction sites. Products: FJ-6, FJ-7, FJ-8, other products as per buyer’s specs Coir Coir products last longer than jute but they are heavier and can be used in critical areas like sand dune formation, sand dune stabilisation and for coastal protection works. Products: FC-12, FCNN-1. FC-12 The design is such that the geotextile combines the features of a sand fence and a netting laid flat on the surface into a single product. The width and mesh size of the geotextile varies as per the requirement of the place of application. A part of the width of the geotextile has closely placed warp and weft yarns to produce a tighter mesh while the rest of the width has warp yarns placed at a distance to give a loose mesh effect with large openings. The function of the tighter mesh, installed perpendicular to the ground surface using metal or wood stakes is to trap saltating sand particles, while allowing the wind to pass through, slowly. This also reduces the ground wind speed. This part also gives the required shade for the plants growing through the loose-netted part of the geotextile. The loose, spacey mesh part of the geotextile is placed flat on the ground. Saplings are planted through the open spaces of the net. Seeds may also be placed below this portion of the geotextile. A layer of natural fibre or straw may be placed over the net (optional). This layer retains moisture and prevents the seeds from being blown away by the wind. The net and the fibre layer are stapled to the ground. Strips of these nets laid parallel to each other help form rows of shelter-belts and windbreaks and remains till vegetation takes over their functions. FCNN-1. Light-weight Nonwoven coir needle punched geotextiles are ideally suited for covering sand dunes and help in quick establishment of vegetation. They can also be used in other kinds of soil where wind erosion is a problem. The matting absorbs water up to around three times its own weight. The coir degrades to form an organic mulch storing water in it for use by plants during dry seasons. The geotextile can be pre-seeded as per buyer’s specifications. The product is available in width size of 2.2m and lengths of 20m per roll. Rolled Erosion Control Products (RECP) 2002-2003 NTPEP Application for Bench-Scale Testing ~~~1st CYCLE DEADLINE EXTENDED TO JAN. 15, 2003~~~ (Source: ECTC) The enormous problem of uncontrolled soil movement by water and wind has created the erosion control industry. The magitude of the problem is often overlooked by those unfamiliar with the impact of erosion. As a single example, sediment the by-product of erosion) accounts for more than two-thirds of all pollutants entering U.S. waterways. Annual spending in the U.S. for mitigation of erosion and sedimentation is estimated at $13 billion. . . The erosion control industry consists of a broad range of diverse professions and specialties, including hydroseeders, mat and blanket manufacturers, consulting engineers, landscapers and even earth moving contractors. All stake claims to separate or interrelated segments of this market. This army of professionals have two objectives in mind; the prevention of soil erosion, and the trapping of sediment before it enters the waterways.. . One of the most rapidly growing and "high tech" segments within the industry has been the erosion control mat and blanket market. Rolled erosion control products (i.e. mats and blankets) were first used in the form of jute mattings imported from Asia, but have quickly evolved to include organic fiber-filled and geosynthetic products. As the demand for mats and blankets grew, several different products were developed utilizing varying compositions and structures. Most of these products work in conjunction with vegetation to form a biocomposite solution to erosion control problems. The mat and blanket industry is unique in that it requires blending the professional disiplines of engineering (mat and blanket products, channel hydraulics, etc.), agronomics, and landscaping (i.e. vegetation). The wide variety of product types together with the blending of professional diciplines has led this segment of the industry to "self-regulate" it's activities to improve the use of rolled erosion control products. -NTPEP- Chair: Peter Kemp, Wisconsin DOT Vice Chair: Steve Hall, Tennessee DOT EROSION CONTROL PRODUCTS PROJECT PANEL A BRIEF HISTORY OF THIS PROGRAM PROJECT WORK PLAN BENCH-SCALE TEST METHODS SUBMIT A PRODUCT (2003 CYCLE) INDUSTRY RESOURCES EROSION CONTROL PRODUCTS PROJECT PANEL -- The NTPEP Project Panel is the working group charged with developing and maintaining the Project Work Plan, for testing of a particular product, material or device. The Project Panel convenes at least annually, in conjunction with the NTPEP Annual Meeting. Project Panel membership may range from six to ten AASHTO members, and up to two Industry members assigned by the NTPEP Chairman. NAME ORGANIZATION TELEPHONE Peter Kemp (Chairman) Wisconsin DOT (608) 246-7953 Steve Hall (Vice Chairman) Tennessee DOT (615) 350-4167 Tony Johnson (Industry Member) American Excelsior Company (715) 234-6861 Tim Lancaster (Industry Member) North American Green, Inc. (812) 867-6632 1 2 3 4 5 6 A BRIEF HISTORY -- In 1998, the NTPEP Oversight Committee determined that NTPEP should consider conducting nationally coordinated evaluaution on "erosion control products." Their initial discussion revolved around the different types of erosion control products. It was decided that "Rolled Erosion Control Products (RECP)" should be evaluated first, since they are widely used by state and local DOTs. After considerable debate the NTPEP Oversight Committee decided to consider adopting large-scale test results, similar to those produced by the Texas Transportation Institute (TTI) erosion control lab. Around the same time, the NTPEP Oversight Committee became aware of industry standards development vis-a-vis the Erosion Control Technology Council (ECTC). At the time, so-called "benchscale performance index tests" were being developed. As the bench-scale guidelines were gaining credibility within the industry, AASHTO/NTPEP monitored the activity in hope that it would serve their program for cost-effective prequalification testing. In early 2002, a dialogue sparked between the NTPEP Oversight Committee's Project Panel on rolled erosion control products and members of the Erosion Control Technology Council (ECTC). From that synergy, at the NTPEP2002 Annual (National) Meeting, AASHTO and ECTC signed a cooperative agreement to foster government and industry dialogue. With encouragement from Industry, the NTPEP Oversight Committee pursued research funding for a study on "Correlation Between Large-Scale and Bench-scale Testing of RECPs." The NCHRP 20-7 Task Force commissioned the study in April 2001. This research study begins with launching of the RECP program, whereby initally participating manufacturers are included in the NCHRP correlation research study. Traditionally, AASHTO contracts with State DOTs (AASHTO Members) to conduct lab and field evaluation on behalf of the assocation. Because the RECP Work Plan calls for recently developed test methods, there are no state DOT labs conducting such tests. Generally, State DOTs do not have the luxury of conducting testing at the scale conducted under auspices of NTPEP; for this reason, AASHTO/NTPEP has contracted with a private testing firm, TRI/Environmental, Inc. (Austin, Texas) to conduct testing on behalf of the association. As the program grows and demand warrants, additional testing facilities will be considered by AASHTO/NTPEP. -NTPEP- PROJECT WORK PLAN -- NTPEP tests products according to a Project Work Plan, which describes the laboratory and/or field test protocols used to conduct the evaluation. The Project Work Plan is a consensus-based document, and includes peer review and input from industry experts. Each Project Work Plan is adopted after receiving at least two-thirds affirmative support from 52 AASHTO member states. The Project Work Plan is the basis for host states to conduct their testing and evaluation. When implemented by state DOTs, their own state standard specifications may supersede the NTPEP Project Work Plan. Industry is advised to be aware of state-level requirements, which may supersede basic NTPEP testing. PROJECT WORK PLAN Adobe PDF Project Work Plan for Laboratory Evaluation of Rolled Erosion Control Products (RECP) [8 pages, 29 KB] BENCH-SCALE TEST METHODS -- The NTPEP program refers to so-called "bench-scale" test methods as developed by the Erosion Control Technology Council (ECTC). These test methods assess index properties for RECPs. The NTPEP Project Panel on RECP decided to adopt benchscale testing for purposes of product prequalification. The alternative approach was to test against "large-scale testing", which can be quite costly. Because bench-scale testing is new for RECPs, the NTPEP Oversight Committee commissioned an NCHRP (National Cooperative Highway Research Program) 20-7 project to "correlate between bench-scale and large scale testing." That project is now underway. TEST METHOD Adobe PDF ECTC Test Method 2 (Draft) "Standard Test Method for DETERMINATION OF ROLLED EROSION CONTROL PRODUCT (RECP) PERFORMANCE IN PROTECTING SOIL FROM RAINSPLASH" ECTC Test Method 3 (Draft) "Standard Test Method for DETERMINATION OF ROLLED EROSION CONTROL PRODUCT (RECP) PERFORMANCE UNDER FLOW INDUCED SHEAR STRESS" ECTC Test Method 4 (Draft) "Standard Test Method for DETERMINATION OF ROLLED EROSION CONTROL PRODUCT (RECP) PERFORMANCE IN ENCOURAGING SEED GERMINATION AND PLANT GROWTH" Memorandum on "A Standard Vegetated Condition" SUBMIT A PRODUCT -- NTPEP has introduced partial electronic application for its Rolled Erosion Control Products (RECP) program. NTPEP will accept applications on a rolling basis with preestablished deadlines for submitting to a particular cycle of testing. These deadlines are: MARCH 15th, JULY 15th, OCTOBER 15th and DECEMBER 15th. . . . [OPTION 1] -- Electronic Application with PDF e-Forms,OPTION 1 requires the freely available Adobe Acrobat Reader. (To save completed e-Forms to your hard drive, purchase "Acrobat Approval" from Adobe.) DOCUMENT Invitation to Participate in NTPEP-Coordinated Evaluation on RECP (1 page) "Sample Requirements, Technical Approach and Fee Schedule" (7 pages, 55 KB) "PRODUCT EVALUATION FORM (PEF)" (1 page, 490 KB) "Fee Calculation Schedule" (1 page, 28 KB) . . . . [OPTION 2] -- Fax-on-Demand Application, . . . . Request Application by e-mail (provide your name, company and fax number) . . . INDUSTRY RESOURCES Erosion Control Technology Council (ECTC) U.S. Dept. of Energy, NEPA Policy and Compliance FHWA, Office of Bridge Hydraulics FHWA, Office of Research and Technology WisDOT, Erosion Control Product PAL . . . . <SUBMIT A RESOURCE LINK> Copyright © 2000 AASHTO. All rights reserved. Geojute - JUTE FOR THE FUTURE Jute- one of the oldest industries in India, has traditionally been used for packaging. However its versatility is only coming to light now as the world looks on for natural options to save the environment. The time has come for this natural fibre to take over with the ideal solutions for the modern world. Be it in conserving the soil and the environment or in applications like civil engineering which are essential for the progress of civilization. Jute Geotextiles comes in two varities - WOVEN & NON-WOVEN The distinguishing features that make it more eco-friendly are For Free Listing up of your Company mail us Submit your query on Indian Jute Industry, in general Click and get the list of manufactures of JGT cost of JGT - High moisture absorption capacity - Flexibility - Drainage properties GeoJute Finds Applications in - - Erosion Control - Separation, filtration & drainage in civil engineering works - Agricultural use ADVANTAGES: - Abundant availability - Superior drapability - Greater moisture retention capacity - Lower costs compared to synthetic geotextiles - Ease of installation - Bio-degradable properties J U T E G E O T E X T I L E S Geotextiles have seen unrivalled growth with a forecast by the United Nations International Trade Centre (UNITC) of 1,400 million m2 produced by the new millenium. Europe and North American markets each account for 40% with the remaining 20% attributed to Japan, Asia and Australasia. The main applications are separators in earth works, drainage and linings as well as controlling soil erosion and establishing plant growth. As jute accounts for such a small proportion of geotextile use in the West there is enormous scope for increased usage. Most land managers in Europe are generally unaware of the relevance of jute products, as they consider textiles as the main output of the industry. Jute accounts for less than 1% of total geotextile use, despite the technical advantages and low cost of jute geotextiles, which has been demonstrated by research and the results of full-scale use. A promotion programme which aims to provide product information in readily useable form has been initiated by UNITC, UNDP and JMDC. Conservation land managers, landowners and landscape architects who use jute in environment projects will see immediate improvements in the rate and quality of vegetation growth, as well as greatly reduced material costs. Two seminars in London and Geneva last year brought together key jute producers with invited researchers, environmental consultants, suppliers, contractors and specifying authorities. Specifications were agreed which jute geotextiles would need to meet to satisfy environmental and geotechnical engineers. The obvious uses in erosion control were generally known, but it was interesting to note that composite products involving jute in combination with synthetics, or jute together with coir, can offer optimum solutions in other areas. Some applications are clearly suited to jute, but the material characteristics need more elaboration. Other applications are more easily satisfied by the other types of geotextiles. A P P L I C A T I O N................................................................................................................................................ Jane Rickson of Silsoe College identified three current main applications for jute: Erosion control and vegetation establishment Agroplant mulching Rural road pavement construction The salient properties which determine the effectiveness of ageotextile are percentage cover, water holding capacity, the thickness and roughness of fibres and yarns, their orientation across the slope and installation procedures which do not disturb the site. Testing over 12 years at Silsoe has proved the technical excellence of jute compared with other natural and synthetic geotextiles under a range of environmental conditions, showing that vegetation establishment is highly effective when jute is used. A newly developed wick drain, formed from a jute sleeve packed with coir, showed how combinations of geotextile types provide benefits greater than the sum of each. Professor Bob Sarsby of Bolton Institute reported on full-scale trials of soil walls incorporating jute rope reinforcement. This work graphically demonstrated the strength of jute in supporting walls of 4m or more. He went on to describe the use jute in road construction especially over areas of poor ground. Not enough attention has yet been paid to this potentially extensive application. The micro-climate surrounding jute geotextiles has been explored by Yves Henri Faure of Grenoble University who has tested the efficiency of jute sheets in preventing loss of soil in shallow and steep slopes. Earth works were built on a test-bed capable of being rotated to various inclinations and subjected to simulated rainfall, varying from light to heavy tropical downpours. The amount of soil lost to erosion was measured. The faces were then protected by various geotextiles and the soil erosion again measured. The tests simulated wash out of vegetated soil slopes and provided data of use in landscaping projects. Over the whole range of rainfall intensities and slope angles jute geotextiles outshone the other materials. A jute of approximately 500g per m 2 appeared to be cost effective. Using jute to protect large areas from erosion, including high-altitude ski-slopes with significant precipitation, has been trialed by Francoise Dinger of CEMAGREF. The ability of jute to absorb five times its own weight of water ( 3kg per m2 of slope ) was demonstrated. The retained water firstly attenuates the run-off into the drainage system and is then released gradually to soak into the adjacent soil to nourish the vegetation from severe frosts, so aiding growth. Mike Hyder of Hy-Tex Ltd. commented that prevention of soil erosion was better and more cost effective than remedial works. The most vulnerable sites were over steepened slopes, exposed highly erodible sub-soil, and disturbed or badly compacted ground. Consequences of soil erosion were: poor growing conditions, additional costs for remedial works, blocked drains and flooding, pollution of waterways and increased maintenance. Many applications of jute made by his company were illustrated by ‘before and after’ photographs showing the dramatic improvement in vegetation growth and erosion control. Barbara Lois of SIRAS Company described the extensive environmental works undertaken in France using jute geotextiles, including rehabilitating mine dumps, restoring the Rhone river banks and the vegetating high altitude steep slopes at the Winter Olympic ski jump in Savoie. Landscaping of slopes alongside the TGV rail line and along highway cuttings and embankments showed the effectiveness of the geotextiles. Dr. Finn Terkelsen from Denmark felt that the partners in this field are playing a waiting game. The jute mills are waiting for the engineers to tell them what to do, whilst the engineers are waiting for the jute mills to show them what is available. Much research has been carried out by several institutes in jute producing countries as well as in Europe. Interesting results were seen but wider use did not materialise. It will be important to address this issue and to use past experiences as stepping stone for future work. There is currently a very wide gap. Erosion control, foundations, sound barriers, filters, and reinforcement and drainage were suggested as the most appropriate target uses of jute geotextiles. C O S T............................................................................................................................................................... Whilst the cost of geotextiles (selling in Europe for £ 0.40 to £ 0.80 per m 2 ) is lower than synthetic geotextiles ( £ 1.10 to £ 1.35 per m2 approx) and other natural fibre geotextiles (£ 0.75 to £ 2.00 per m2) their usage is very low. S.K.Bhattacharya of the Indian Jute Mills Association stressed jute was competitive on price, and other delegates commented that technical characteristics were also superior to other materials in particular applications. Jute degrades in over 2 to 4 years, but this is usually a sufficiently long period for vegetation growth to become established, and trials have shown that degraded by-products are beneficial plants. Work is progressing to produce treated jute which has a longer life before degradation. Tentative Cost of Jute Geotextiles STEEP S L O P E S............................................................................................................................................. Steep slopes present particular erosion control problems. Eight soil erosion plots were established on a South facing slope in a trial carried out by Dr.David Mitchell of Wolverhampton University Experimental Station at Hilton, Shropshire. Soil erosion of sections protected slope reduced the erosion by 54% whereas the jute geotextile reduced erosion by 99% compared with the bare slope. Using jute to resolve the difficulties of vegetating the steep faces of reinforced soil slopes would be helped if the salient technical aspects were drawn together and published in a form more accessible to users. For example, jute blended with synthetic fibres has been processed on the existing non-woven production machinery at British Textile Technology Group (BTTG), ManchesterA range of technical products of widely varying properties and with weights from 100 to 2000gm per m 2 and with thicknesses up to 60mm can be produced by this method. FUTURE L I N K S.............................................................................................................................................. The two seminars held in London and Geneva in 1997 under auspices of JMDC forged links between all sides of industry which will be instrumental in helping jute to be accepted and applied more widely in environmental schemes. The clear need for concise technical information of direct relevance to users was established and the next phase of the work will address this. Note: This is reproduction of an article written by Mr. Red Smith, Director, Elwood Consultants Ltd., Albrighton (UK) which was published in the Autumn’98 issue of ENACT , a UK-based land management magazine. JMDC utilised the expertise of Mr. Rod Smith for promotion of jute geotextiles in Europe. (Sourse : INDIAN JUTE newsletter, March 1999) Landscape Supplies Erosion Control Geotextiles •Polyester Spunbond L/S Fabric •Straw & Straw Coconut Blankets •Woven Fabrics •Fiber Blk L/S Fabric Punched •Excelsior Blankets Woven •Non-Woven Fabrics •Steel & Galvanized Edging •Jute Mesh •Woven Groundcover •Edge Pins •Synthetic Turf Reinforcement •Winter Protection •Fabric Staples •Sand Bags - Burlap & Poly •Seed Germination •Tree Straps •Geo-Grids •Pond Liner Underlay •Aerators/Coring Tools •Straw Wattles •Safety Fence •Root Feeders & Supplies •Silt Fence •Shade Cloth •Deer Netting •Oak Stakes •Sediment Filter Bags (de-watering bags) •Windmills: Made in U.S.A. •Wood Fiber Mulch •Silt Fence Fabric •Oak Stakes •50/50 Blend Mulch •Silt Fence w/Stakes •Burlap Rolls & Bags •Excelsior Logs •Pocketed Silt Fence •Woven Ground Cover •Erosion Netting •Winter Protection Blankets •Shade Cloth •Seed Germination Fabric What you need to know about Landscape Fabrics. How does one go about selecting a landscape fabric? This is a question that has confounded anyone who has found themselves needing a good solution to weed control. About the only method available currently, is through the comparison of fabric specifications published by each manufacturer. The problem with this method is that most fabric specifications pertain to construction applications rather than landscape. Consequently, most of us become boggled down comparing specifications that have little meaning for our intended purposes. We have tried to narrow these specifications down to those that are most important to landscape applications. In an effort to give a basis of comparison to the products we have listed, we have added the Colorado Department of Transportation specifications to our product comparison sheet. We feel the selection of a landscape fabric should be based on three areas of consideration. They are as follows: 1. The fabric should be strong enough to withstand the most vigorous stresses of application, but no more. Any added strength is offset with a reduction in water and air flow, and an unnecessary increase in the price of the product. 2. The fabric should have an even, and consistent distribution of fibers, and a small enough opening size to keep weedy grasses from coming up through the fabric. Contrary to popular belief, weeds and grasses do not force their way through an obstacle, but rather grow to the light that comes through the smallest of openings or breaks that may exist. Weed seeds will also germinate in small accumulations of soil on top of a fabric, and send tiny root hairs through the smallest of openings to seek water and nutrients from the soil. This problem is largely avoided with the use of spunbonded fabrics, due to their almost microscopic opening size. 3. Finally the fabric must be porous enough to allow water and air to pass freely to the soil. We feel this is one of, if not the most important characteristic of a superior landscape fabric. If a fabric does not "breathe properly" plants do not get enough oxygen, and soils become sour and sterile. This was the case when plastic sheeting was being used as a weed preventative. Another disadvantage of pour permeability is the problem of runoff. When a fabric does not accept water freely it tends to wash off the fabric taking any mulch covering, rock or bark, with it. This is a common problem people have mistakenly blamed on the texture of the fabric surface Soil Ecology and Restoration Group Natural materials and container plants or hydroseeding for erosion control? Erosion is much less costly to prevent than it is to repair. Even a small erosion gully can involve many cubic meters of soil that must be collected from the bottom of the slope and replaced at a cost of hundreds, or more likely, thousands of dollars. Erosion can limit plant establishment from seeds and destroy irrigation systems and installed landscaping. Costs are also transferred to others directly through increased flooding, sedimentation and subsequent flooding damage. Sediment also causes serious damage to aquatic and riparian ecosystems. In 1998 we reported on research to find materials that can provide erosion control, enhance native seed germination, and control weeds without harm to wildlife. These were almost all natural materials without the more common plastic or plastic mesh reinforced materials which have proved to be harmful in many cases by trapping wildlife (especially snakes and lizards but also birds) and looking ugly as they break down. These tests showed that the combination of natural erosion control materials at Palos Verde site in March 1999 after a 0.9 inch rain from 2 m x 5 m plots was only 0.5 pounds per plot for the Curlex, Encs2, Jute, and Cocoa mulch. This was about 1/4 the erosion on the control plots with plants and 1/6 the plots with coir erosion fences. To achieve success with biodegradable erosion control methods the materials should be selected to fit the slope steepness, soil type, weed control method, and anticipated foot traffic. The most effective materials for erosion control appeared to be the coir and Encs2 mats. Jute netting does well for its relatively low cost, but it is not as stable or easy to install. The Encs2 coir/straw mat material provided very effective erosion control and good seed germination and plant survival. These mats are made of completely natural, biodegradable materials, and can be generally recommended for areas where little or no foot traffic is expected. They should also be used whenever lizard or snake populations are present. The Curlex mats were also effective but include plastic reinforced net. The Curlex netting had the best plant survival of all treatments and the best germination among the mats. These results may reflect the greater thickness of the Curlex and better light penetration than with Encs2. However, the green plastic photodegradable netting that holds the material together made it difficult to walk on while planting and in other areas created an unsightly mess. Although problems with bird and reptile entrapment using plastic materials are not uncommon, none were observed at these sites, perhaps because the top layer of plastic netting was removed from some test areas (effectiveness or durability was not noticeably reduced) and reptile populations are low. These Curlex mats could be reformulated with a jute, hemp, or coir net, but until that is done they should only be used on sites without lizard and snake populations. The coir fiber erosion control fences have worked well in some cases, but spacing should be closer than manufacturers recommend and it must be carefully installed. The net should be stapled to the stakes used to hold the net in place, back-filled and carefully compacted. Long stakes should be used on soft sandy slopes. Combining cocoa mulch with these fences cut erosion in half and some form of mulch should generally be used with these erosion fences. Mulch alone was more effective than erosion than erosion control fences at one site. The cocoa mulch appeared to improve native seed germination and has the advantage of not having any weed seeds which may survive composting operations. This material was heavy enough to keep the seeds from blowing away and retained moisture, but readily allowed the seedlings to grow. The new seedlings were noticeably clustered in patches of mulch. Pitting and mulch showed very variable results depending on the soil conditions and slope. At the Tank 76 south site pitting and mulch controlled erosion better than jute netting. At the FCTCP site pitting appeared to disrupt the soil and created more erosion than the control. Mulch alone or pitting and mulch can work well on shallow slopes or small pockets of disturbed soil where sheet flow is not expected. Dense planting alone is suitable on some sites. This might be more effective with grasses than with shrubs. The roots of container plants also help stabilize slopes. Straw flake check dams are inexpensive and recommended for areas which are narrow and may have substantial water flow, such as old dirt roads. These dams are inexpensive and easy to install. A self-propelled trencher would increase the speed of installation. A 7.5-10 cm wide slot 15-25 cm deep is cut across the slope and then flakes of a straw bale 5-10 cm thick are placed in the trench. The soil is then back-filled and compacted around the vertical straw fence. Weed free straw or rice straw, which persists longer thanks to high silica content, is recommended to reduce the risk of introduction of exotic species. These natural fiber erosion control methods should all be more widely used. These are more costly than hydroseeding but more effective than conventional hydroseeding practices. At one Point Loma site an adjacent site was hydroseeded by a different contractor, this became an eroded, weed infested slope which will require costly repair work. Hydroseeding success In an effort to improve hydroseeding effectiveness we compared several application methods on an erosive sandy slope. Treatments include: conventional hydroseeding with fiber, hydroseeding followed with compost, hydroseeding followed with blown straw, punched straw followed with hydroseed, and a dual application of seeds first, well churned into the soil, followed by a second fiber application. The goal was to control erosion, encourage germination of native seeds and improve survival of container plants. The dual application, seeds first then fiber was most effective. Plant density was double conventional hydroseeding application and the plant cover was highest. We suspect this increase results from the churning application of seeds and water to the soil that ensures good seed/soil contact. It may also benefit from deeper wetting of the soil, giving the seedlings more moisture to grow. This double application is more expensive, but added substantial benefits in plant establishment. For less erosive slopes this application technique should be more cost effective than natural mulches and container planting. This was followed by hydroseeding followed by compost 10%+ better than conventional methods, which had the second highest cover. The punched straw followed by hydroseeding, showed a 25% increase in density but much reduced cover. Hydroseeding followed by blown straw had reduced density and cover. For less erosive slopes a hydroseeding application with just seeds churned into the soil in a first coat, followed by a second layer with fiber appears to be a realistic and cost effective treatment. Low points should be treated with straw flake, coir, or straw wattles or check dams. Conventional hydroseeding is rarely effective in dry areas unless the timing is fortunate enough to catch seasonal rains or if irrigation systems are installed. . Jute Geotextiles The Utility Fabric Vision 2001 | Eastern Window | Email | Home JUTE GEOTEXTILES– THE UTILITY FABRIC FOR BIOTECNICAL SOLUTIONS TO SOIL – RELATED PROBLEMS By A Correspondent Geotextiles are textiles applied on soil for improvement of some of its technical characteristics. Geotextiles may be either synthetic or natural. Synthetic Geotextiles are made of synthetic fibres like polypropylene, Polyethelene and some other petrochemical derivatives. Natural Geotextiles, on the other hand, are made out of natural fibres like jute, coir, sisal and the like. Jute Geotextile is thus a variety of natural geotextiles. Properly designed jute geotextiles are supposed to perform the following functions separately or in conjunction in the application areas related to civil engineering: Separation Filtration and drainage Initial reinforcement control of detachment surface soil Vegetation support In view of the aforesaid function there are several areas of application of jute geotextile in civil engineering which have proved effective after field trials. These are: o Surface soil erosion control o Bank protection in rivers and waterways o Erosion control in slopes o Stability of embankments for highways, railways and flood-control. o Strengthening of a road structure o Consolidation of soft soil JUTE GEOTEXTILES FOR BANK PROTECTION OF WATERWAYS : Application Areas The conventional method of river bank protection envisages laying of a permeable multi-layer granular overlay on the eroded surface with armours on top. The method is not only expensive and timeconsuming, but also eludes precise placement as per the design thickness and grading. Use of a jute geotextile filter can simplify the protective construction in terms of ease of installation, economy and precision. Technical Functions: o o o o Retention of fines with the tailor-made porometry (size of openings) in the jute geotextile. Separation of the soil surface from the armour-overlay. Promotion of growth of vegetation leading to natural protection. Prevention of development of differential porewater over-pressure across the jute geotextile due to its site-specific permittivity (across) and transmittivity (along plane) functions. CONSTRUCTION OF EMBANKMENT Application Areas o o o o Construction of railway, road and flood embankments on soil of low bearing capacity. Slope protection of high embankments. Effective drainge system. Vertical drains to drain out water in the embankment during construction. TECHNICAL FUNCTIONS Jute Geotextile o o o o Check subsidence of a pavement by separating and preventing intermixing of the soft sub-grade and the harder sub-base. Arrests migration of soil particles and allows water to permeate across it. Also acts as a drainage layer along its plane. Can be tailor-made to cater to the requirements of porometry,premittivity and transmittivity. Enhances CBR-value at the subgrade lavel. Enhances strength and stability of high road embankment built with materials of uncertain behaviour like PFA (pulverised fly-ash), when interposed at appropriate levelsAlso keeps lateral dispersion, subsidence and slides (slip circle failures) under check. Provides effective drainage system when o o used as peripheral cover in trench drains, specially in hilly terrains. Vertical fibre drains, helps drain out entrapped water from within an embankment. Useful for both surface and subsurface drainage. Slopes of embankments with problematic soil may be stabilised by applying jute geotextile to help grow vegetation faster and anchor soil for a permanent solution PROTECTION OF SLOPES Application Areas o o o o Protection of slopes in road and railway embankments, bridge approaches, hills, terraces in hilly terrains. Stabilisation of sanddunes, mine spoils, O B dumps in open cast mines, PFA dumps in thermal power plants, slag heaps. Promotion of quick vegetation in areas denuded by natural calamities like cyclones, earthquakes, landslides. Stabilisation of waste-dumps. Technical Functions: o Jute Geotextile when used on the exposed slopes and bare soil, reduces erodibility o o o o o coefficient of the soil(and restrains the progressive detachment and transport of soil particles due to the rain splash and flow of water along the slope, reducing soil loss). Highly water absorbent; absorbs water about 5 times its weight. Highly drapable drapability enhances when wet. Forms ''mulch'' retains moisture and builds up a humid surrounding conducive to germination of seeds and growth of plants. Stimulates growth of vegetation 100% coverage within 3 months on fertile topsoil. Helps in consolidation of waste and garbage. Enhances roughness of the soil surface which helps in reduction of velocity of water-flow over it and helps entrapment of eroded soil-particles erosion protection materials | geomembrane | geosynthetic clay liner | drainage material | geopipe | gabion Erosion protection materials is the material that used to control the erosion (simultaneous removal of particles of soil) by running water, waves, currents, moving ice or wind. We have several geosynthetic materials for erosion protection application, which are: Enkamat Biodegradable Erosion Protection Armater Incomat application ENKAMAT A three-dimensional erosion control matting, made of polyamide monofilaments welded together where they cross each other, with an open space of over 95%. BIODEGRADABLE EROSION PROTECTION Erosion protection material which is made from biodegradable material like jute, coconut fibre etc. Fields of application of Biodegradable Erosion Protection are erosion control for: Embankment Landscaping ARMATER A honeycomb-type geocomposite, made by alternate linking of strips of polyester non-woven by stitching it together. Nature friendly protection against erosion by wind and surface runoff water Fixation of 10 cm of fertile soil on sterile underground to allow establishment of vegetation INCOMAT A construction system for earthwork engineering, foundation engineering and hydraulic engineering which consist of two very strong synthetic fabric plies specially linked with each other as a formwork which is filled with high strength concrete. Incomat offers the technically solution and economic alternative to conventional slope and bed protection systems using geotextiles and rock fill, and provides specific erosion protection for unprofiled natural beds and slopes, even in areas below water where access is difficult. Incomat is used to protect slopes and beds of canals, rivers and other flowing bodies of water and on sea coasts for dikes, embankments and jetties, for hurricane tide barriers, outlet structures, manmade islands, pipelines and for inshore and offshore structures in general. woven geotextile | nonwoven geotextile | vertical wick drain | geogrid | erosion protection materials | geomembrane | geosynthetic clay liner | drainage material | geopipe | gabion 2001 Technical Program Topic Site Visit: Southern Expessway Stage 2 will extend the Southern Expressway by 12 kms from Reynella at the northern end, to Main South Roan at the southern end. Completion, at a cost of $76.5 million, will allow traffic to bypass 15 sets of traffic lights thereby saving 10 minutes in travel time. The Expressway includes 2 lanes, a stopping lane and connections at Sherriffs, Beach and Main South Roads. Nine significant road bridges, 5 pedestrian/cyclist bridges and culverts have been built including the 140m long bridge over Grant Road Creek and the 50m long bridge over Sherriffs Road. Construction has involved moving 2 million tonnes of earth, installing 10km of stormwater pipework, developing stormwater ponds and wetlands and planting 60,000 trees. It will deliver significant economic benefits to Adelaide and the southern suburbs including reduced travel times, reduced congestion, reduced pollution, reduced operating costs and reduced crash costs. All this makes the Southern Expressway a very significant project for Adelaide and a fitting one for this year's AGS site visit. Speaker(s) Stephen Becket, Maunsell McIntyre Roger Grounds, Tim Sullivan Report) Pells, Sullivan, Meynick The Thredbo Landslide, although very small by most standards, was Australia's most significant landslide in terms of societal impact with the highest death toll (18 people) and probably the highest indirect economic loss. The official report on the tragedy by the Coroner found: "The Alpine Way fill embankment which ran……….above Thredbo Village was in a marginally stable state and extremely vulnerable to collapse if saturated by water." "The propensity of the Alpine Way to landsliding which could lead to destruction of lodges and serious injury to persons within them was known." But despite this, a water main was approved and placed in the Alpine Way embankment. The main was constructed of materials that could not withstand movements. This situation occurred above a site where: "The stability and geotechnical problems……….were recognised and understood before any development of the Village in this area." There are many lessons to be learned from the investigation and understanding of the landslide, both in February 19 Coffey Geosciences Thredbo Landslide (Download NSW Coroner's (Video Available) Date March 19 technical terms and for the geotechnical profession as a whole. In particular, the Coroner also found that: "The geotechnical community needs to evaluate the way it conducts its investigations to ensure the investigations be undertaken having regard to the potential effect of instability on human life and the risk of loss of life or injury." The presentation focussed on the landslide mechanism, the strength parameters, the method of analysis, causes and contributing factors, historical perspective, risk and lessons for the profession. Linear Landfill or Driver's Dream - Can We Successfully Use Alternative Aggregates to Make Pavements? (Video Available) Dr. Andrew Dawson University of Nottingham, UK March 26 Dr. Fred Baynes Baynes Geologic, Perth May 8 There is an increasing environmental drive to reduce quarrying of geological stone and, at the same time, to reduce the volume of waste and by-product materials going to dump or low-value uses. Road construction consumes vast quantities of bulk material so seems a natural place to use alternative materials such as ash, slag, foundry sand, glass cullet, crumbed tyre rubber, etc. Engineers are then tasked with the job of making these materials work. They must deliver a serviceable pavement to the normal expectations of the user and, at the same time, must not generate any pollution of the environment into which they have been placed. Andrew Dawson summarised several studies, which have looked at the means of economically improving residues so as to make them mechanically suitable as lower pavement layers and also reported on the leaching behaviour of these materials in simulated roadenvironment conditions. Particular issues addressed were the means of assessment, mix design, quality control, timerelated behaviour and water quality. The Lost Art of Engineering Geological Mapping (Video Available) Engineering geological and geomorphological mapping is an essential part of the investigation, design, and construction of most projects, yet this crucial activity is often carried out in a haphazard manner or even omitted. Sometimes this is because project managers are simply unaware of the value that mapping contributes. Some examples of the potential consequences of not mapping were described (anonymously!) and a series of case histories of projects in different geological environments were then presented to illustrate typical mapping studies, the underlying thought processes, the production methods, and the overall usefulness of these maps. Underground Design in the SA Opal Fields (Video Available) Dr. Tony Meyers University of SA and RockTest June 18 Craig Covil Arup, Sydney July 9 Since their discovery in 1915, the opal fields around Coober Pedy, Lambina, Mintabbie and Andamooka have been the largest producer of precious opal in the world. It is estimated that, up to the late 80s, they produced in excess of $25 million of rough opal per year, which represented about 80% of Australian and 75% of the world's opal production. However, in recent years the miners have been experiencing a considerable downturn in production due to a lack of significant new discoveries while at the same time having to endure economic problems attributed to depressed prices for rough opal and increases in diesel, explosives and general living costs. This pressure has forced some miners to go "pillar bashing" in which they extract the rock in their pillars, which represent their primary support. By doing so they have created unsafe spans, caused large amounts of rock to become unstable which has resulted in rockfalls that have killed many of them. As a result of these and similar developments, there has been a push from the local Miners Associations, Mines Rescue, the local Councils and the Mining and Quarrying Occupational Health and Safety Committee (M&QOHSC), for all underground development in the opal fields, including that done in dugouts, to be done only after some basic design principles have been considered; principles which until recently have often been unknown or ignored. This talk will provide an overview of a study involving Dr Meyers in conjunction with M&QOHSC which has, for the first time, sought to determine the engineering characteristics of the rocks in the opalised zone and the behaviour of these rocks once excavated. The talk will provide a general look at the overall geology of the region and the lure of the opal, it will provide an overview of the innovative mining methods used in the fields and it will discuss the results from the study. It will also discuss the novel manner in which the results are being presented to the miners, many of whom come from non-English speaking backgrounds and diverse cultures. (15 attendees) Chek Lap Kok Airport Hong Kong (Video Available) In 1990 the Hong Kong Government launched the Airport Core Programme to provide a new international airport together with nine associated projects at a total cost of over twenty billion US dollars, making it one of the world's largest infrastructure developments. The completion of the New Hong Kong International Airport in only seven years and within budget is testament to Hong Kong's remarkable record of delivering major construction projects. The site preparation was the foundation to the airport project, supplying 1248 hectares of land, three-quarters of which were reclaimed from the sea in just two and a half years by a unique combination of dredging, mining and seawall operations. Forty thousand tonnes of explosives were used to reduce Chek Lap Kok Island from a height of 122 metres to only 6 metres above sea level, extensive reclamation work required the largest fleet of dredgers ever assembled. Site investigation and instrumentation was extensive and settlement was predicted and incorporated into the design and construction of the various facilities using an observational approach. The presentation covered the site preparation, dredging works, seawall construction, land reclamation, blasting, bulk earthworks, geology, site investigation, settlement, instrumentation, ground treatment, construction aspects of the civil and structural elements of the airport facilities up until opening day operations. The Use of the Dilatometer Test (DMT) in Soil Prof. Gianfranco Totani August 6 L'Aquila University in Investigation and in Geotechnical Design Italy The seminar gave a general overview of the DMT and its design applications; indications and guidelines for the proper execution of the DMT; and highlighted a number of significant recent findings and practical developments. Attention was mostly focused on the application of the DMT to the following engineering problems: settlements prediction; determination of flow parameters ( in particular the coefficient of consolidation); study of landslides; analysis of laterally loaded piles; evaluation of liquefiability of sands; and densification control. Latest Advances in Geofabrics and Geogrids Geotextiles have been used in Australia for over 30 years for a range of applications including subsurface drainage, roadway separation, roadway stabilization, permanent erosion control, temporary silt fences and under paving. Key developments in the local industry occurred in the 1980s when Geofabrics Australasia set up a facility in Albury to produce the non-woven Bidim fabric. Since then Geofabrics have established, produced and promoted the use of Megaflo drainage panel, Bentofix geosynthetic clay liners and a range of erosion control products, all made in Australia. Tensar geogrids, manufactured in England, are distributed by the regional offices of Geofabrics and are incorporated in subgrade stabilisation and reinforced earth retaining wall structures. This talk presented these products Rod Fyfe Geofabrics Australasia September 17 and discussed their application in local South Australian projects. Young Geotechnical Engineers Night and Annual General Meeting Various Young Geotechnical Engineers and Students October 8 A number of young geotechnical engineering graduates and students will individually give a 10 minute presentation on a range of interesting projects. Members of the Committee will adjudicate and the winner will be presented with a certificate and a $250 cash prize. November 19 Visitors Night Each year, the last meeting is devoted to a social event where members and others are encouraged to bring along their wives and partners for a fine and inexpensive meal. The evening includes a non-technical presentation. For further information contact: Dr Mark Jaksa Page: 2001.HTM Section 4169. Erosion Control Materials. 4169.01 DESCRIPTION. Erosion control materials shall include all materials required to be furnished and described in this section. 4169.02 SEEDS. All seeds shall be furnished and approved for use according to requirements of this section, including specified purity and germination, as shown in Table 4169.02. All seeds, including grass, legume, forbes, and cereal crop seeds, shall be furnished from an established seed dealer or certified seed grower and shall meet requirements of the Iowa Department of Agriculture regulations (Iowa Seed Law) and shall be labeled accordingly. The test date to determine the percentage of germination requirement shall have been completed within a 9 month period exclusive of the calendar month in which the test was completed. The seed analysis on the label shall be mechanically printed. Approval of all seed for use will be based on the accumulative total of Pure Live Seed (PLS) specified for each phase of the work, so that the PLS is not less than the accumulative total of the PLS specified. PLS is obtained by multiplying purity times germination. If the purity and/or germination of native grasses exceeds the minimum required, the application rate may be adjusted, based on PLS. If the seed does not comply with minimum requirements for purity and germination and such seed cannot be obtained, the Engineer may approve use of the seed on a basis of PLS or may authorize a suitable substitution for the seed specified. TABLE 4169.02 SEEDS COMMON NAMES, SCIENTIFIC NAMES, PURITY, & GERMINATION Common Name Scientific Name Pur. (%) Germ. (%) DOMESTIC GRASSES: Bluegrass, Kentucky Bluegrass, Ky. RAM-1 Bluegrass, Ky. PARK Brome, smooth-LINCOLN Fescue, tall, FAWN Fescue, tall, KY. 31 Fescue, chewings, red Fescue, creeping, red Fescue, red-PENNLAWN Fescue, Tall, Olympic (Fineleaf) Fescue, Tall, Rebel (Fineleaf) Fescue, Sheeps Orchardgrass Red top Reed Canarygrass Wildrye, Canada Wildrye, Russian Ryegrass, Perennial Timothy Poa pratensis Poa pratensis-RAM-1 Poa pratensis-PARK Bromus inermis Festuca arundinacea-FAWN Festuca arundinacea-KY. 31 Festuca rubra var. commutata Festuca rubra Festuca rubra PENNLAWN Festuca arundinacea-Olympic Festuca arundinacea Festuca ovina Dactylis glomerata Agrostis alba Phalaris arundinacea Elymus canadensis Elymus junceus Lolium perenne Phleum pratense 85 95 95 90 98 98 98 98 98 98 98 98 90 92 98 95 95 95 99 80 85 85 85 85 85 90 85 85 85 85 85 90 85 70 85 85 90 85 Medicago sativa Medicoa spp. Lotus corniculatus Coronilla varia Vicia villosa Lespedeza stipulacea Trifolium pratense Trifolium hybridum Trifolium repens 99 99 98 98 96 98 99 99 98 90* 90* 85* 70* 85* 80* 90* 90* 90* Avena sativa Secale cereale Sorghum vulgare var. sudanese 97 97 98 90 90 85 LEGUMES: Alfalfa, RANGER/VERNAL Alfalfa, Travois Birdsfoot Trefoil EMPIRE Crownvetch, Emerald Hairy Vetch Lespedeza, Korean Red Clover, medium Alsike Clover White Clover NURSE CROP OR STABILIZING CROP: Oats Rye Sudangrass, PIPER *Includes hard seed. SEEDS COMMON NAMES, SCIENTIFIC NAMES, and PLS Common Names Scientific Names PLS (%) NATIVE GRASSES: Big Bluestem - Kaw, Pawnee, Roundtree or Champ Little Bluestem - Blaze, Aldous or Camper Switchgrass - Blackwell, Pathfinder, Cave-in-Rock or Nebr. 28 Indiangrass - Neb. 54, Oto, Holt or Rumsey Sideoats Grama - Trailway, Butte or El Reno Western Wheatgrass - Barton or Common Buffalograss - Texoka or Sharp's Improved Sand Bluestem - Champ or Goldstrike Blue Grama Intermediate Wheatgrass Slender Wheatgrass Prairie Dropseed Sand Dropseed Sand Lovegrass Weeping Lovegrass Hairy Wood Chess Blue-joint grass Bottlebrush sedge Tussock sedge Fox sedge Virginia wild-rye Reed manna grass Fowl manna grass Common rush Rice Cut Grass Rye grass, annual Fowl bluegrass Green bulrush Wool grass Soft-stem bulrush Indian grass Spike Rush Andropogon gerardii Andropogon scoparius Panicum virgatum Sorghastrum nutans Bouteloua curtipendula Agropyron smithii Buchloe dactyloides Andropogon gerardii, var. paucipilus Bouteloua gracilis Agropyron intermedium Agropyron trachycaulum, var. unilaterale Sporobolus heterolepis Sporobolus cryptandrus Eragrostis trichodes Eragrostis curvula Bromus purgans Calamagrostis canadensis Carex comosa Carex stricta Carex vulpinoidea Elymus virginicus Glyceria grandis Glyceria striata Juncus effusus Leesia oryzoides Lolium italicum Poa palustris Scirpus atrovirens Scirpus cyperinus Scirpus vallidus Sorghastrum nutans Eleocharis palustris 30 30 63 30 30 56 60 30 30 70 70 65 65 65 65 60 47 62 78 64 60 50 72 80 62 89 72 45 78 78 60 71 FORBES: Canada anemone Marsh milkweed New England aster Swamp aster Showy tic-trefoil Joe-pye weed Boneset Ox Eye sunflower Blue-flag iris Meadow blazingstar Tall blazingstar Great blue lobelia Reed manna grass Fowl manna grass Common Rush Rice Cut Grass Anemone canadensis Asclepias incarnata Aster novae-angliae Aster puniceus Desmodium canadense Eupatorium maculatum Eupatorium perfoliatum Heliopsis helianthoides Iris virginica-shrevii Liatris ligulistylis Liatris pycnostachya Lobelia siphilitica Glyceria grandis Glyceria striata Juncus effusus Leesia oryzoides 72 25 25 25 25 66 41 38 19 24 24 13 50 72 80 62 The accumulative total of Pure Live Seed (PLS) is the product obtained by multiplying the pounds (kilograms) of each seed by the purity and germination percentages expressed as decimals. Calculations will be based on test results of samples taken by the Contracting Authority. If the seeds were not sampled or if these test results are not available, the PLS will be calculated from information shown on the label. 4169.03 FERTILIZER. Fertilizer shall be of the grade, type, and form specified and shall comply with rules of the Iowa Department of Agriculture and the following requirements: The grade of fertilizer will be identified according to the percent nitrogen (N), percent available phosphoric acid, (P2O5), and percent water soluble potassium, (K2O), in that order, and approval will be based on that identification. All fertilizer shall be furnished from an established fertilizer dealer and guaranteed analysis shall be provided through mechanically printed commercial fertilizer bags or a manufacturer's (not a distributor's) bill of lading. Inspection and acceptance of fertilizer will be in accordance with Materials I.M. 469.03. Fertilizer shall be of a type that can be uniformly distributed by the application equipment. When applied by hydraulic methods, fertilizer may be chemically combined or may be furnished as separate ingredients. When applied by other means, each unit of fertilizer shall be chemically combined, and the manufacturer's guarantee shall indicate compliance with this requirement. Fertilizer may be furnished in a dry or liquid form. The Contractor shall furnish a list of the number of containers and a corresponding scale ticket from an approved scale for the fertilizer to be used in the work. Official samples taken by the Contracting Authority may be tested. A tolerance of minus 1.0 percentage point from the guaranteed analysis for each nutrient will be considered substantial compliance. Ground limestone shall be of the type known as No. 1 fine (70% passing No. 200 (75 µm) sieve) with an analysis of elemental calcium of not less than 37% nor more than 40%. 4169.04 INOCULANT FOR LEGUMES. An inoculant is a culture of bacteria specifically formulated for legume seeds (alfalfa, clovers, lespedeza, birdsfoot trefoil, hairy vetch, and crownvetch). The manufacturer's container shall indicate the specific legume seed to be inoculated and the expiration date. All inoculant shall meet requirements of the Iowa Seed Law. Safety precautions specified on the product label shall be followed. 4169.05 RESERVED. 4169.06 STICKING AGENT. A sticking agent shall be a commercial material recommended by the manufacturer to improve adhesion of inoculant to the seed. For quantities less than 50 pounds (25 kg), the sticking agent need not be a commercial agent, but shall be approved by the Engineer and shall be applied separately prior to application of inoculant. Safety precautions specified on the product label shall be followed. A sticking agent is not required if a liquid formulation of inoculant is used. 4169.07 SOD. Sod shall consist of approximately 1 inch (25 mm) of well established turf consisting of live Kentucky bluegrass, unless otherwise specified. Sod shall be free from roots of trees or brush, stones, and other objectionable materials. Sod shall be free from all noxious weeds and reasonably free of all other weeds. Sod shall be cut in strips of uniform width and thickness with ends square. The Engineer may order the thickness adjusted to meet the sod conditions. Sod shall be cut to the length specified for the use intended. If not specified, the minimum length shall be 3 feet (1 m). All sod areas shall be mowed to a height of approximately 1 1/2 inches (40 mm) to 2 inches (50 mm) prior to cutting. Sod shall have been regularly maintained prior to cutting. The Contractor shall be responsible for the application of pre-emergence weed control chemicals and weed control chemicals for broadleaf weeds. Within 1 hour after being cut, sod shall be rolled or stacked. Other methods of handling sod may be approved by the Engineer. Precautions shall be taken to prevent drying or heating. Sod damaged by heat or dry conditions, or sod cut more than 18 hours before being incorporated into the work, shall not be used. Sod will be subject to inspection by the Engineer at the job site, and approval of the work constitutes approval of the material. 4169.08 MULCH. Material used as mulch may consist of threshed or unthreshed hay, threshed or unthreshed prairie hay, threshed cereal straw, wood excelsior, wood cellulose, or other material, as specified. All material used as mulch shall be free from noxious weeds. The Contractor shall furnish a list of the number of bales and corresponding ticket from an approved scale for the mulch material to be used on the project. Wood excelsior shall be composed of wood fibers, a minimum of 8 inches (200 mm) long, based on an average of 100 fibers, and approximately 0.024 inch (600 µm) thick and 0.031 inch (800 µm) wide. The fibers shall be cut from green wood and shall be reasonably free of seeds or other viable plant material. Wood excelsior shall be baled and the weight (mass) determined. The weight (mass) of the material shall be furnished by the manufacturer and shall be used for determining the rate of application. 4169.09 STAKES FOR HOLDING SOD. Stakes for holding sod shall be either wood or metal, except that wood stakes shall be used in sandy soils or when required by the Engineer. Wood stakes for holding sod shall be 1 inch (25 mm) to 1 1/2 inches (40 mm) in width, 1/4 inch (6 mm) to 1/2 inch (13 mm) in thickness, and 12 inches (300 mm) long. Where this length of stake does not provide firm bearing, the Engineer may require stakes of sufficient length to secure firm bearing. Wire stakes shall be in the form of staples made from No. 11 (3.06 mm diameter) wire or heavier and shall have a minimum 2 inch (50 mm) flat spread on the top of the sod. The legs shall be at least 6 inches (150 mm) in length. The Engineer may require wire legs longer than 6 inches (150 mm). 4169.10 SPECIAL DITCH CONTROL AND SLOPE PROTECTION. Jute mesh, plastic netting, wood excelsior mat, and wire staples shall comply with the following: A. Jute Mesh Over Sod. Jute mesh over sod shall be a uniform, open, plain weave, of single jute yarn. The yarn shall be of loosely twisted construction and shall not vary in thickness by more than 50% its normal diameter. Jute mesh shall be furnished in rolled strips and shall meet the following minimum requirements: Jute mesh shall be nontoxic to the growth of plants and germination of seeds and shall be identified by tag. Width - minimum 48 inches ± 1 inch (1.2 m ± 25 mm) from manufacturer's rated width. 78 warp ends per 4 feet (1.2 m) of width. 45 weft ends per yard (meter). Weight (mass) to average 1.22 pounds per linear yard (0.6 kg per meter) (based on 48 inch (1.2 m) width) with a minus tolerance of 5%. All material must be new and unused. At the Contractor's option, plastic netting (polypropylene) may be substituted for jute mesh. It shall meet the following requirements: Color - black or green, with UV additives Mesh size - approximately 0.6" x 0.7" (15 mm x 18 mm) Weight (Mass) - approximately 9 pounds per 1,000 square feet (44 g/m2) Width - 48 inches (1.2 m) minimum B. Wire Staples. Wire staples for holding special ditch control wood excelsior mat and special ditch control jute mesh over sod shall meet the following requirements: Wire staples shall be U-shaped. Length of each leg shall be 6 inches (150 mm) minimum. Wire diameter shall be No. 11 (3.06 mm) wire. Staples shall be of sufficient hardness to facilitate installation without bending. In sandy soil conditions, wire staples with a minimum length of 12 inches (0.3 m) will be required when directed by the Engineer. C. Wood Excelsior Mat. Wood excelsior mat shall meet the requirements of Materials I.M. 469.10. Wood excelsior mat shall be a mat of interlocking wood fibers with a plastic netting applied to both sides for holding the excelsior in place. The mat shall be nontoxic to growth of plants and germination of seeds. The netting applied to both sides shall have a mesh size of approximately 5/8 inch by 3/4 inch (16 mm by 19 mm). The mat shall be furnished in rolls with a minimum length of 180 feet (55 m) and a uniform, minimum width of 48 inches (1.2 m), within a tolerance of minus 1 inch (25 mm) and plus 3 inches (75 mm). As furnished, the mat shall have a minimum weight (mass) of 0.88 pound per square yard (480 g/m2). The mat shall be furnished in plastic bags or otherwise protected to prevent damage from weather or handling. At the Contractor's option, straw-coconut fiber mat or coconut fiber mat may be substituted for wood excelsior mat for special ditch control, and straw mat, straw-coconut fiber mat or coconut fiber mat may be substituted for wood excelsior mat for slope protection. These mats shall meet the following requirements: The mat shall be of consistent thickness with the straw, straw-coconut fiber or coconut fiber evenly distributed over the entire area of the mat. The top side of the mat shall be covered with a polypropylene netting with a 3/8 inch by 3/8 inch (9.5 mm by 9.5 mm) mesh attached with cotton thread. The mat shall be furnished in rolls with a minimum width of 47 inches (1190 mm) and a minimum length of 80 feet (24 m). As furnished, the mat shall have a minimum weight (mass) of 0.50 pound per square yard (270 g/m2). The mat shall be furnished in plastic bags or otherwise protected to prevent damage from weather or handling. Erosion control materials shall include all materials required to be furnished and described in this section. 4169.02 SEEDS. All seeds shall be furnished and approved for use according to requirements of this section, including specified purity and germination, as shown in Table 4169.02. All seeds, including grass, legume, forbes, and cereal crop seeds, shall be furnished from an established seed dealer or certified seed grower and shall meet requirements of the Iowa Department of Agriculture regulations (Iowa Seed Law) and shall be labeled accordingly. The test date to determine the percentage of germination requirement shall have been completed within a 9 month period exclusive of the calendar month in which the test was completed. The seed analysis on the label shall be mechanically printed. Approval of all seed for use will be based on the accumulative total of Pure Live Seed (PLS) specified for each phase of the work, so that the PLS is not less than the accumulative total of the PLS specified. PLS is obtained by multiplying purity times germination. If the purity and/or germination of native grasses exceeds the minimum required, the application rate may be adjusted, based on PLS. If the seed does not germination and such use of the seed on a substitution for the comply with minimum requirements for purity and seed cannot be obtained, the Engineer may approve basis of PLS or may authorize a suitable seed specified. TABLE 4169.02 SEEDS COMMON NAMES, SCIENTIFIC NAMES, PURITY, & GERMINATION Common Name Scientific Name Pur. (%) Germ. (%) 85 95 95 90 98 98 98 98 98 98 98 98 90 92 98 95 95 95 99 80 85 85 85 85 85 90 85 85 85 85 85 90 85 70 85 85 90 85 DOMESTIC GRASSES: Bluegrass, Kentucky Bluegrass, Ky. RAM-1 Bluegrass, Ky. PARK Brome, smooth-LINCOLN Fescue, tall, FAWN Fescue, tall, KY. 31 Fescue, chewings, red Fescue, creeping, red Fescue, red-PENNLAWN Fescue, Tall, Olympic (Fineleaf) Fescue, Tall, Rebel (Fineleaf) Fescue, Sheeps Orchardgrass Red top Reed Canarygrass Wildrye, Canada Wildrye, Russian Ryegrass, Perennial Timothy Poa pratensis Poa pratensis-RAM-1 Poa pratensis-PARK Bromus inermis Festuca arundinacea-FAWN Festuca arundinacea-KY. 31 Festuca rubra var. commutata Festuca rubra Festuca rubra PENNLAWN Festuca arundinaceaOlympic Festuca arundinacea Festuca ovina Dactylis glomerata Agrostis alba Phalaris arundinacea Elymus canadensis Elymus junceus Lolium perenne Phleum pratense LEGUMES: Alfalfa, RANGER/VERNAL Alfalfa, Travois Birdsfoot Trefoil EMPIRE Crownvetch, Emerald Hairy Vetch Lespedeza, Korean Red Clover, medium Alsike Clover White Clover Medicago sativa Medicoa spp. Lotus corniculatus Coronilla varia Vicia villosa Lespedeza stipulacea Trifolium pratense Trifolium hybridum Trifolium repens 99 99 98 98 96 98 99 99 98 90* 90* 85* 70* 85* 80* 90* 90* 90* Avena sativa Secale cereale Sorghum vulgare var. sudanese 97 97 98 90 90 85 NURSE CROP OR STABILIZING CROP: Oats Rye Sudangrass, PIPER *Includes hard seed. SEEDS COMMON NAMES, SCIENTIFIC NAMES, and PLS Common Names Scientific Names PLS (%) NATIVE GRASSES: Big Bluestem - Kaw, Pawnee, Roundtree or Champ Little Bluestem - Blaze, Aldous or Camper Switchgrass - Blackwell, Pathfinder, Cave-in-Rock or Nebr. 28 Indiangrass - Neb. 54, Oto, Holt or Rumsey Sideoats Grama - Trailway, Butte or El Reno Western Wheatgrass - Barton or Common Buffalograss - Texoka or Sharp's Improved Sand Bluestem - Champ or Goldstrike Blue Grama Intermediate Wheatgrass Slender Wheatgrass Prairie Dropseed Sand Dropseed Sand Lovegrass Weeping Lovegrass Hairy Wood Chess Blue-joint grass Bottlebrush sedge Tussock sedge Fox sedge Virginia wild-rye Reed manna grass Fowl manna grass Common rush Rice Cut Grass Rye grass, annual Fowl bluegrass Green bulrush Wool grass Soft-stem bulrush Indian grass Spike Rush Andropogon gerardii Andropogon scoparius Panicum virgatum Sorghastrum nutans Bouteloua curtipendula Agropyron smithii Buchloe dactyloides Andropogon gerardii, var. paucipilus Bouteloua gracilis Agropyron intermedium Agropyron trachycaulum, var. unilaterale Sporobolus heterolepis Sporobolus cryptandrus Eragrostis trichodes Eragrostis curvula Bromus purgans Calamagrostis canadensis Carex comosa Carex stricta Carex vulpinoidea Elymus virginicus Glyceria grandis Glyceria striata Juncus effusus Leesia oryzoides Lolium italicum Poa palustris Scirpus atrovirens Scirpus cyperinus Scirpus vallidus Sorghastrum nutans Eleocharis palustris 30 30 63 30 30 56 60 30 30 70 70 65 65 65 65 60 47 62 78 64 60 50 72 80 62 89 72 45 78 78 60 71 FORBES: Canada anemone Marsh milkweed New England aster Swamp aster Showy tic-trefoil Joe-pye weed Boneset Ox Eye sunflower Blue-flag iris Meadow blazingstar Tall blazingstar Great blue lobelia Reed manna grass Fowl manna grass Common Rush Rice Cut Grass Anemone canadensis Asclepias incarnata Aster novae-angliae Aster puniceus Desmodium canadense Eupatorium maculatum Eupatorium perfoliatum Heliopsis helianthoides Iris virginica-shrevii Liatris ligulistylis Liatris pycnostachya Lobelia siphilitica Glyceria grandis Glyceria striata Juncus effusus Leesia oryzoides 72 25 25 25 25 66 41 38 19 24 24 13 50 72 80 62 The accumulative total of Pure Live Seed (PLS) is the product obtained by multiplying the pounds (kilograms) of each seed by the purity and germination percentages expressed as decimals. Calculations will be based on test results of samples taken by the Contracting Authority. If the seeds were not sampled or if these test results are not available, the PLS will be calculated from information shown on the label. 4169.03 FERTILIZER. Fertilizer shall be of the grade, type, and form specified and shall comply with rules of the Iowa Department of Agriculture and the following requirements: The grade of fertilizer will be identified according to the percent nitrogen (N), percent available phosphoric acid, (P2O5), and percent water soluble potassium, (K2O), in that order, and approval will be based on that identification. All fertilizer shall be furnished from an established fertilizer dealer and guaranteed analysis shall be provided through mechanically printed commercial fertilizer bags or a manufacturer's (not a distributor's) bill of lading. Inspection and acceptance of fertilizer will be in accordance with Materials I.M. 469.03. Fertilizer shall be of a type that can be uniformly distributed by the application equipment. When applied by hydraulic methods, fertilizer may be chemically combined or may be furnished as separate ingredients. When applied by other means, each unit of fertilizer shall be chemically combined, and the manufacturer's guarantee shall indicate compliance with this requirement. Fertilizer may be furnished in a dry or liquid form. The Contractor shall furnish a list of the number of containers and a corresponding scale ticket from an approved scale for the fertilizer to be used in the work. Official samples taken by the Contracting Authority may be tested. A tolerance of minus 1.0 percentage point from the guaranteed analysis for each nutrient will be considered substantial compliance. Ground limestone shall be of the type known as No. 1 fine (70% passing No. 200 (75 µm) sieve) with an analysis of elemental calcium of not less than 37% nor more than 40%. 4169.04 INOCULANT FOR LEGUMES. An inoculant is a culture of bacteria specifically formulated for legume seeds (alfalfa, clovers, lespedeza, birdsfoot trefoil, hairy vetch, and crownvetch). The manufacturer's container shall indicate the specific legume seed to be inoculated and the expiration date. All inoculant shall meet requirements of the Iowa Seed Law. Safety precautions specified on the product label shall be followed. 4169.05 RESERVED. 4169.06 STICKING AGENT. A sticking agent shall be a commercial material recommended by the manufacturer to improve adhesion of inoculant to the seed. For quantities less than 50 pounds (25 kg), the sticking agent need not be a commercial agent, but shall be approved by the Engineer and shall be applied separately prior to application of inoculant. Safety precautions specified on the product label shall be followed. A sticking agent is not required if a liquid formulation of inoculant is used. 4169.07 SOD. Sod shall consist of approximately 1 inch (25 mm) of well established turf consisting of live Kentucky bluegrass, unless otherwise specified. Sod shall be free from roots of trees or brush, stones, and other objectionable materials. Sod shall be free from all noxious weeds and reasonably free of all other weeds. Sod shall be cut in strips of uniform width and thickness with ends square. The Engineer may order the thickness adjusted to meet the sod conditions. Sod shall be cut to the length specified for the use intended. If not specified, the minimum length shall be 3 feet (1 m). All sod areas shall be mowed to a height of approximately 1 1/2 inches (40 mm) to 2 inches (50 mm) prior to cutting. Sod shall have been regularly maintained prior to cutting. The Contractor shall be responsible for the application of pre-emergence weed control chemicals and weed control chemicals for broadleaf weeds. Within 1 hour after being cut, sod shall be rolled or stacked. Other methods of handling sod may be approved by the Engineer. Precautions shall be taken to prevent drying or heating. Sod damaged by heat or dry conditions, or sod cut more than 18 hours before being incorporated into the work, shall not be used. Sod will be subject to inspection by the Engineer at the job site, and approval of the work constitutes approval of the material. 4169.08 MULCH. Material used as mulch may consist of threshed or unthreshed hay, threshed or unthreshed prairie hay, threshed cereal straw, wood excelsior, wood cellulose, or other material, as specified. All material used as mulch shall be free from noxious weeds. The Contractor shall furnish a list of the number of bales and corresponding ticket from an approved scale for the mulch material to be used on the project. Wood excelsior shall be composed of wood fibers, a minimum of 8 inches (200 mm) long, based on an average of 100 fibers, and approximately 0.024 inch (600 µm) thick and 0.031 inch (800 µm) wide. The fibers shall be cut from green wood and shall be reasonably free of seeds or other viable plant material. Wood excelsior shall be baled and the weight (mass) determined. The weight (mass) of the material shall be furnished by the manufacturer and shall be used for determining the rate of application. 4169.09 STAKES FOR HOLDING SOD. Stakes for holding sod shall be either wood or metal, except that wood stakes shall be used in sandy soils or when required by the Engineer. Wood stakes for holding sod shall be 1 inch (25 mm) to 1 1/2 inches (40 mm) in width, 1/4 inch (6 mm) to 1/2 inch (13 mm) in thickness, and 12 inches (300 mm) long. Where this length of stake does not provide firm bearing, the Engineer may require stakes of sufficient length to secure firm bearing. Wire stakes shall be in the form of staples made from No. 11 (3.06 mm diameter) wire or heavier and shall have a minimum 2 inch (50 mm) flat spread on the top of the sod. The legs shall be at least 6 inches (150 mm) in length. The Engineer may require wire legs longer than 6 inches (150 mm). 4169.10 SPECIAL DITCH CONTROL AND SLOPE PROTECTION. Jute mesh, plastic netting, wood excelsior mat, and wire staples shall comply with the following: A. Jute Mesh Over Sod. Jute mesh over sod shall be a uniform, open, plain weave, of single jute yarn. The yarn shall be of loosely twisted construction and shall not vary in thickness by more than 50% its normal diameter. Jute mesh shall be furnished in rolled strips and shall meet the following minimum requirements: Jute mesh shall be nontoxic to the growth of plants and germination of seeds and shall be identified by tag. Width - minimum 48 inches ± 1 inch (1.2 m ± 25 mm) from manufacturer's rated width. 78 warp ends per 4 feet (1.2 m) of width. 45 weft ends per yard (meter). Weight (mass) to average 1.22 pounds per linear yard (0.6 kg per meter) (based on 48 inch (1.2 m) width) with a minus tolerance of 5%. All material must be new and unused. At the Contractor's option, plastic netting (polypropylene) may be substituted for jute mesh. It shall meet the following requirements: Color - black or green, with UV additives Mesh size - approximately 0.6" x 0.7" (15 mm x 18 mm) Weight (Mass) - approximately 9 pounds per 1,000 square feet (44 g/m2) Width - 48 inches (1.2 m) minimum B. Wire Staples. Wire staples for holding special ditch control wood excelsior mat and special ditch control jute mesh over sod shall meet the following requirements: Wire staples shall be U-shaped. Length of each leg shall be 6 inches (150 mm) minimum. Wire diameter shall be No. 11 (3.06 mm) wire. Staples shall be of sufficient hardness to facilitate installation without bending. In sandy soil conditions, wire staples with a minimum length of 12 inches (0.3 m) will be required when directed by the Engineer. C. Wood Excelsior Mat. Wood excelsior mat shall meet the requirements of Materials I.M. 469.10. Wood excelsior mat shall be a mat of interlocking wood fibers with a plastic netting applied to both sides for holding the excelsior in place. The mat shall be nontoxic to growth of plants and germination of seeds. The netting applied to both sides shall have a mesh size of approximately 5/8 inch by 3/4 inch (16 mm by 19 mm). The mat shall be furnished in rolls with a minimum length of 180 feet (55 m) and a uniform, minimum width of 48 inches (1.2 m), within a tolerance of minus 1 inch (25 mm) and plus 3 inches (75 mm). As furnished, the mat shall have a minimum weight (mass) of 0.88 pound per square yard (480 g/m2). The mat shall be furnished in plastic bags or otherwise protected to prevent damage from weather or handling. At the Contractor's option, straw-coconut fiber mat or coconut fiber mat may be substituted for wood excelsior mat for special ditch control, and straw mat, straw-coconut fiber mat or coconut fiber mat may be substituted for wood excelsior mat for slope protection. These mats shall meet the following requirements: The mat shall be of consistent thickness with the straw, straw-coconut fiber or coconut fiber evenly distributed over the entire area of the mat. The top side of the mat shall be covered with a polypropylene netting with a 3/8 inch by 3/8 inch (9.5 mm by 9.5 mm) mesh attached with cotton thread. The mat shall be furnished in rolls with a minimum width of 47 inches (1190 mm) and a minimum length of 80 feet (24 m). As furnished, the mat shall have a minimum weight (mass) of 0.50 pound per square yard (270 g/m2). The mat shall be furnished in plastic bags or otherwise protected to prevent damage from weather or handling. Antimicrobial Techniques for Medical Nonwovens - A Case Study By W. Curtis White, Bioproducts Technology Manager, Dow Corning Corporation, Dr. Jerry M. Olderman, Vice President/Research and New Business Development, American Convertors Introduction The nonwovens industry is challenged by the presence of microorganisms and the negative effects they cause. Deterioration, defacement and odors are all dramatic effects which occur from the microbial contamination of nonwovens. Nonwovens can also act as a "harbor" as most they offer ideal environments for medically significant microorganisms. The ability to make nonwovens resistant to microbial contamination has advantages in many applications and market segments. This is especially true in medical markets where nonwovens have already contributed a degree of aseptic sophistication beyond historically used linens. Nonwovens used in medical applications have unique microbial problems and their control is a complex microbiological task. Use of nonwovens in the United States medical community has greatly expanded in recent years as evidenced by the fact that over half of the drapes used in surgery are nonwovens. The microbiological integrity of nonwovens has been the object of numerous studies ranging from the sterilization of nonwovens to the evaluation of the barrier properties of nonwovens. Test data generated with nonwovens generally support the fact that nonwovens contribute positively to the reduction of microorganisms in the medical environment. This contribution has been part of the medical communities awareness of the benefits of and actions aimed at improving the hygienic nature of their environment as they take steps towards asepsis. History The surgical arena provides a valuable model for illustrating the medical communities' challenges as regards asepsis. The first surgery may have occurred nearly twelve thousand years ago. Laws regarding the performance and liability of surgeons were included in the code of Hammurabi in 1700 B.C. with mention of such retribution as the surgical removal of the hand of the physician whose patient lost an eye or succumbed to the procedure. The first use of the word inflammation appears to date back about twenty-five hundred years and is mentioned in three tablets from Assurbanipal's library.1 The ancient Greeks mistook infection as a "...good and natural course of events" and poured wine into wounds to help them heal.2 It is only coincidental that the disinfecting properties of wine are based on a chemistry very similar to that of Lister's phenol, but we come full circle when we recall that Pasteur's work on preventing wine spoilage led to Lister's theories.3 It was not until the last quarter of the nineteenth century, after Semmelweiss had died, Oliver Wendell Holmes had written of the risks of bacterial contamination, and Lister had laid the ground work for surgical asepsis, that the first surgical drapes and apparel came into use. Three-quarters of a century after Neuber and Robb4 initiated the use of linens, the first nonwoven drapes were introduced in the United States, and a second tier of wound isolations (asepsis) was attained. Because the medical literature is replete with studies on the epidemiology, rate and cost of post-operative infection, this review is intended to bring into focus the position stated on aseptic barrier materials and their impact on infection. While there may be little agreement on the specifics of such factors as infection rate and costs, and the relative importance of the numerous individual parameters and complex interactions which impact wound infection, it is putative that the strict observation of sterile technique and the proper application of drugs and devices can reduce infection rate. One excellent review5 refers to the five D's or O.R. infection control: discipline, defense mechanisms, drugs, design and devices, and outlines a cogent basis for reducing risk of infection. Summary of the Literature In 1952, Beck proved that bacteria pass through layers of absorbent linen with "instantaneous rapidity", but a nonwoven material, treated with a water repellent finish, resisted bacterial transmission and appeared to be "ideal as a bacterial barrier6. Twenty-six years after this remarkable discovery, Dr. Beck was still exhorting the reader to employ a draping system that would resist the passage of aqueous solutions7. During that quarter of a century, as the quality of nonwoven materials were improved and the variety of surgical drapes and apparels for use in all types of operations was expanded, several other investigators began to evaluate and compare these new single use nonwovens to conventional absorbent 140 thread count linen (muslin) as well as the new more recent 270 plus thread repellent woven product (Pima). In 1964, Sweeney reported that the nonwoven drape he tested on nearly twelve thousand infant deliveries "might serve as a more effective barrier to pathogen migration than the traditional cotton drape", and adjudged the disposable nonwoven drape to be a superior aseptic barrier to the bacterial migration in obstetrics patients.8 In 1969, Peter Dineen showed the superiority of disposable nonwovens to linens in the reduction of air borne contamination by 90%, and in 1973 he demonstrated the prevention of bacterial penetration in liquid media "purely on the basis of the water repellency" of the nonwoven material. 9, 10 Again in 1973, the superiority of nonwoven materials to muslin was demonstrated by Alford, et,al., at Indiana University. They found a 33% reduction in colony counts on the surface of gowns after 30 minutes of exercise.11 The need for this quality in a gown was supported by the work of Charnley and Eftekhar who in 1969 reported that "organisms shed by the surgeon's body may penetrate operating gowns, and by direct contact, infect operative wounds."12 Several other studies probing this premise followed in rapid succession. In 1979, Ha'Eri and Wiley used human albumin microspheres as tracer particles to demonstrate that nonwovens were superior to muslin in preventing bacterial penetration and reducing the risk of wound contamination. In onehundred-ten orthopedic operations, not one tracer particle which had been sprayed on the patient's skin and the surgeon's chest and shoulders, was detected in the wound when nonwovens were used. The number of tracer particles observed when muslin was employed varied with the length of the procedure and the degree of physical strength during surgery, but all wounds were contaminated.13 Whyte, et.al., found in laboratory studies that the use of nonwovens reduced surface count contamination by fifty to sixty percent over closely woven "ventile cloth," which is the British version of the pima fabric.14 Further support came from the work of Hamilton, et.al., published in 1979. Under "clean room" O.R. conditions with five-hundred-ninety-five orthopedic cases, they showed that viable organisms from the surgical team, which they claimed can account for twenty percent of wound contamination, penetrated one out of every ten gowns comprised of closely woven repellent Pima and conventional muslin fabrics. In four out of nineteen wounds (21.1%) that were contaminated, the identical organisms were found on the external surface of the gowns as well.15 Finally, J. Moylan, et al., in 1975 and again in 1980, reported similar results on linen and nonwoven gowns. In the earlier study, Moylan reported external gown contamination increasing from 23% to 76.5% on the nonwoven gown compared to 85.2% increasing to 94.4% with muslin over the period of one to four hours of surgery in one hundred cases.16 In 1980, Moylan and coworkers published clear clinical evidence of the superior efficacy of a nonwoven gown over both muslin and Pima repellent treated linen gowns. After an eighteen month study with 2,253 consecutive surgical operations in two different hospitals, the infection rates reported were: 4.75% for Pima gowns versus 1.83% for the nonwoven in Hospital A, and 8.2% for muslin versus 3.07% for the nonwoven in Hospital B.17 Hartman also reported the reduction in postoperative infection rates from 6.5% to 1.0% at Gillette Hospital when new aseptic techniques were introduced in combination with the application of nonwoven drapes over a seven year period.18 These results are not surprising in the light of recent laboratory testing reported in the literature. For example, H. Laufaman, et.al., compared nonwovens to Pima fabrics under a static pressure head of liquid containing bacteria. They reported that polyethylene reinforced nonwovens may be considered suitable for lengthy, wet operations and found no significant difference in performance between a reinforced nonwoven system and the treated Pima cotton.19 In April 1980, Schwartz and Saunders reported on both lab testing and clinical comparisons of muslin and Pima cotton as well as two different nonwovens. They found that the treated Pima and the two nonwovens were effective barriers and suggested that, in their opinion, there would be a reduction in infection with the use of any of these three materials.20 While a great number of factors influence the rate of post-operative infection, certainly the reduction in wound contamination is one of the most critical. Davidson, et.al., studied fifteen different variables of techniques with 1,000 patients and reported that "a wound which gave a positive culture at the end of the operation has a 47.9% greater chance of becoming infected than a wound found to be sterile at closure."21 One philosophy that these investigators, and others who have evaluated surgical materials, agree upon is that muslin is unacceptable as a bacterial barrier material. Indeed, it has been stated that muslin will not bar passage of bacteria either wet or dry, even for a few minutes. Thus the risk of wound contamination is significant when muslin is used. In fact, the Technical Standards Committee of the AORN has published a brief, but comprehensive set of standards for surgical drapes and gowns which require blood and aqueous fluid resistance.22 There is less agreement on which of the other surgical drapes and gown materials on the market today is more or less suitable. You have seen a review of most of what has been done to evaluate the performance in terms of wound infection under controlled clinical conditions, but there is still no consensus on which of many laboratory, physical or microbiological tests does the best job of evaluating them. In fact, there is no clear definition on the specific variables such as time, liquid typed, pressure, stress and so forth that should be tested and at what level. The only direction on that topic was developed by an ad hoc committee of industry in conjunction with the American College of Surgeons. This work has been continued by INDA, the Association of the Nonwovens Industry, and AAMI in response to the challenge that surgical materials should be "impervious to the penetration of bacteria under the usual conditions of use." Newer materials are being developed to respond to the needs of the surgical team. These materials offer more comfort and better performance with little or no sacrifice to their efficacy in restricting the passage of bacteria. In fact, recently a third tier of aseptic barrier materials, one which contains an antimicrobial agent, has been introduced for use in surgery. This material is directed at reducing the amount of contamination transferred to the wound from the surgical team, through scrub clothing and gowns, onto the sterile field or by the endogenous bacteria, deposited on the surface of the drape during surgery and then transferred into the subcutaneous region of the wound where it can increase the risk of infection.23, 24 This third tier of aseptic barrier materials addresses itself to the critical dose variable in the Altemeier and Culbertson equation which expresses that, "wound infection is the unfavorable result of Dose of Bacteria times Virulence divided by the Resistance of the Patient."25 Analysis of this formula shows that the dose variable is the one variable, i.e. when bacteria were present at closure the risk of nosocomial infection increased significantly. 26 Robeson's work with skin graft patients clearly showed the importance of dose as expressed by infectious threshold levels of greater than 105 and 106 bacteria per gram of tissue. The logic and evidence that reducing the dose (level) of microorganisms in the field of the wound site will reduce the risk of postoperative infections is irrefutable. The desirable performance characteristics of this third tier antimicrobial nonwoven drape are that the antimicrobial nonwoven drape reduces the level of bacterial contamination, controls and/or kills the bacteria commonly associated with surgical wound infections, takes an active role in maintaining an aseptic field at the wound site, that the antimicrobial is safe to the staff and the patient, that the fabric's antimicrobial activity is unaffected by common sterilization procedures, and that the fabric retains all of the positive handling and appearance characteristics desired by the OR and surgical staff. In 1978, American Convertors and Dow Corning Corporation undertook the challenge of developing a fabric that met the above needs. This paper discusses the microbiological techniques employed in the development of the American Convertors ISOBAC Antimicrobial Fabric (AC-AM Fabric) which utilized Dow Corning 5700 antimicrobial agent (now known as AEM 5700 Antimicrobial) (silanequat), the properties of this unique antimicrobial agent, the safety profile of this chemistry and this state-of-the-art fabric, as well as the effectiveness of the AC-AM Fabric. The Chemical Technology The antimicrobial activity of certain silanemodified surfaces was discovered during a screening project in which the minimum inhibitory concentrations (MIC) for bacteria were being determined for various Dow Corning products and research materials. Repeat testing in the same glassware revealed that the glassware itself had become antimicrobial. Continued investigation led to a series of U.S. patents and publications covering this class of materials as broadspectrum algicides, bactericides, a fungicides when applied to solid substrates. Further examination of this phenomenon and the chemistry involved resulted in the preparation of a single material which was more extensively evaluated. This material is chemically, 3-trimethoxysilylpropyloctadecyldimethyl ammonium chloride (silanequat). AEM 5700 offers users the following features: Good durability - In the presence of moisture, AEM 5700 antimicrobial agent imparts a durable, broad spectrum, biostatic surface finish to a wide range of substrates. It is leach resistant, nonmigrating, and is not consumed by microorganisms. Broad spectrum activity Effective against gram positive and negative bacteria, fungi, algae, and yeasts. Increased efficiency - Through proper application, durable bacteriostatic and fungistatic and algistatic surfaces can be attained with a minimum amount of Dow Corning 5700 antimicrobial agent. AEM 5700 antimicrobial agent can be applied to organic or inorganic surfaces as a dilute aqueous solution to give 0.1-1.0 percent by weight of active ingredients. Aqueous solutions can be prepared by simply adding the antimicrobial agent to water while stirring. Surfaces can be treated with the aqueous by dipping, padding, or by automated spraying until adequately wet, or applying by foam finishing techniques. After applying the antimicrobial agent, the surface should then be dried to effect complete condensation of silanol groups at the surface and to remove water and/or traces of methanol from hydrolysis. Optimum application and drying conditions such as time and temperature should be determined for each application before use in a commercial process. The first commercial application, on men's socks, helped prevent microbially caused deterioration and defacement and reduced sock odor associated with the proliferation of microorganisms. A paper by Gettings and Triplett presented conclusive evidence that the antimicrobial feature provided a significant reduction in sock odor and that the protection afforded by the treatment was not significantly diminished even after repeated launderings.27 Mechanisms of attachment to surfaces, general treatment phenomena, and performance profiles have also been previously presented by Malek and Speier and will not be detailed in this paper. AEM 5700 is registered with the EPA (#64881-1) for use as a pesticide on numerous substrates. This chemistry has also been reviewed by the F.D.A. and is listed as a modifier of medical devices under the 510(k) procedures. Safety Profile Safety considerations regarding the use of an antimicrobial on a surgical drape fenestration offers a model where the severity of risk to health is magnified beyond the risks encountered on less critical goods such as CSR wraps, table covers, or the like. This is especially relevant as one remembers that antimicrobials, by definition and function, inhibit and/or kill living things. The mode of biological involvement needs to be fully understood so that a proper balance between risks and benefits can be made. The ability of the silanequat to chemically bond to the nonwoven substrate and still provide for the broad spectrum control of microorganisms made it well suited to the safety challenges encountered in this application, but a large body of toxicological data still needed to be generated. Considering the life history of the fabric, the key toxicological tests revolved around the toxicological profile of the silanequat itself and the AC-AM Fabric in use near an open wound site. The following studies have been conducted with the silanequat: (a) acute oral (b) acute ocular (c) acute and subacute dermal (d) acute vapor inhalation (e) primary skin sensitization and irritation (f) sub-acute vaginal irritation (g) four-day static fish toxicity (h) teratogenic evaluation (i) sub-acute human wear test (socks) (j) human repeated insult patch test, (k) in-vitro Ames Microbial Assay with and without metabolic activation (l) in-vitro mammalian cell transformation in the presence and absence of exogenous metabolic activation, (m) in-vitro Host-Mediated Assay (n) a percutaneous absorption study. Although certain handling cautions are indicated by data from the above tests, no untoward effects are notable regarding treated substrates. Routine quality assurance specifications were also put into place to assure uniformity, durability, and efficacious nature of the AC-AM Fabrics. The AC-AM FAbric was further subjected to the following pre-clinical biocompatibility tests which are considered appropriate for skin contact medical products: Efficacy Profile (a) Tissue culture (cytotoxicity), to determine if a tissue culture medium (with serum) eluate of the test material can induce a cytopathic effect on monolayers of human (WI-38) cell (b) Acute systemic toxicity to evaluate the potential of a single injection of an extract of the test material to produce a systemic toxicity response (c) Intracutaneous irritation to evaluate the potential of a single injection of the test material extract to induce tissue irritation (d) Eye irritation to determine the response of the rabbit eye to the instillation of specific extracts of the test material (e) Hemolysis to determine if a substance can be extracted from the material which is capable of inducing hemolysis of human red blood cells (f) Human Repeated Patch Test to determine if the test material is capable of inducing skin irritation and sensitization under controlled patch test conditions (g) Extensive leachability studies to evaluate the durability and non-leaching potential of the chemically modified fabric when exposed to copious amounts of physiological saline, water and simulated human sweat. The final results of these biocompatibility studies indicate that AC-AM Fabric is nontoxic, non-irritating and non-sensitizing to human skin, and has a permanent antimicrobial capacity which cannot be extracted in use. These pre-clinical studies provide sufficient information to allow us to predict the biocompatibility of the finished products and support their safe clinical use. As such, AC-AM Fabric is considered safe for use in surgery. Four years of clinical use with no untoward effects also supports the suitability of the AC-AM Fabric for its intended use. Parallel to the safety work, a considerable body of microbiological efficacy data were being generated. To support the effectiveness of this third tier "active nonwoven" a variety of microbiological tools were utilized. These include: in-vitro tests, Scanning Electron Microscopy (SEM) work, and clinical evaluations. The purpose of these tests are to support claims relating to the reduction of microbial dose on the drape in the vicinity of the wound. The AC-AM Fabric kills the bacteria commonly associated with surgical wound infections and takes an active role in maintaining an aseptic field at the wound site. The antimicrobial surface serves to isolate the wound from bacterial transfer from the drape surface. The antimicrobial component of the AC-AM Fabric is chemically bonded, safe for use in surgery, and does not lose its effectiveness when sterilized, stored, or handled during the manufacturing procedure or in surgery. Test Techniques - In vitro Barrier Fabric Initial efforts in the development of the antimicrobial nonwoven fabric were aimed at using 3-trimethoxysilylpropyldimethyloctadecyl ammonium chloride on a barrier drape to provide a more hygienic field. Classical microbiological methods did not work to demonstrate efficacy because solution activity as demonstrated in the Minimum Inhibitory Concentration Test (MIC) was irrelevant to a bound antimicrobial and since the antimicrobial agent did not leach the zone of inhibition test was not appropriate30 and padding tests31 did not have utility without the use of very sophisticated wetting agents. Linking these laboratory tests to "real world" performance was nearly impossible. MIC TESTS (TABLE I) Although the silanequat is not an efficient solution active antimicrobial, the obligatory MIC tests have been run. Results of these tests show clearly the broad spectrum activity of the silanequat. Interpolation of these data to the real world is dangerous since the chemical nature of the silanequat makes any water solution testing dynamic. Chemically, the silanequat in water is constantly bonding and unbonding with itself and any reactive surfaces available. This "living polymer" nature of the material in water solution makes MIC data extremely variable depending on the design of the test protocol and the handling of the test solutions. Figure 1 below clearly shows this benefit as compared to a traditional leaching type of antimicrobial. ZONE OF INHIBITION TEST The zone of inhibition test, when a zone is produced, shows that the antimicrobial is not durable. This increases the risk of toxicological involvement and the risk of mutational or inductive adaptation phenomena being manifested. Although the silanequat does not give a zone of inhibition, encroachment of the test organisms onto the test surface is eliminated. The fungal control demonstrated in Note the durability evidenced by the continued activity of the silanequat after five home launderings of the cotton fabric whereas the traditional leaching type of antimicrobial treated surface no longer shows any protection against the test organism. This fungal activity and durability are well suited for many nonwoven applications. Table II shows typical results from the AATCC-30 Fungicide Test Protocol and further supports this important property. PADDING TESTS The utility of padding type protocols to testing the original silanequat treated barrier fabric seemed appropriate except for the hydrophobic nature of the treated fabric. This introduced considerable error into the testing and modification of the AATCC-100 antimicrobial test protocol to include sophisticated wetting agents was necessary. Padding tests are useful as an indicator of surface antimicrobial activity but are difficult to run reproducibly and are extremely operator sensitive. Typical results using the AATCC100 protocol plus re-wetter are shown in Table III. A number of variations of this test have utility in understanding the antimicrobial activity of nonwovens and will be discussed later. DYNAMIC SHAKE FLASK TEST To overcome the testing problems associated with the hydrophobic nature of the test surface FIGURE 1 and yet maintain some linkage to "real world" dynamics, American Convertors, using a modification of the classical rotating tube test, developed a dynamic shake flask test. This test has been modified as follows by Dow Corning: The test utilizes a 150ml. Ehrlenmeyer flask in which 5 ml. of a liter of 1 x 105 to 3 x 105 CFU/ml. (as Colony Forming Units) of test organism is added to 70 ml. of phosphate buffer or other test solutions and a measured amount of test fabric. This system is then placed on a Burrell Wrist Action Shaker for a representative time period. Zero time and test time control and treated samples are then compared for percent reduction. Results from this testing showed that the fabric could be treated durably and uniformly with Dow Corning 5700 and that the fabric was effective against both gram negative (Klebsiella pneumoniae) and gram positive (Staphylococcus aureus) bacteria. Data generated using this test protocol can be seen in Table IV. Clinical isolates were used as the test organisms. Note the effective range was from 93.6% - 99.9% reduction for these organisms commonly found in hospital situations. Since the innoculum control showed the organisms to be healthy, one could assume that those organisms that showed reduction with the untreated controls were sensitive to some component of the fabric or were trapped within the fabric and therefore, not recovered. BARRIER FABRIC DISCUSSION Although these results were encouraging, a marketing reality had to be faced in that the marketplace preferred a drape that had an absorptive fenestration. Absorptive fenestrations had been avoided by American Convertors because of the potential reservoir or organisms that could build up during typical surgical procedures. Armed with a safe antimicrobial system, consideration of an absorptive fenestration could be made with the risk of increasing the microbial dose minimized or eliminated. Fabric design was optimized using technology jointly developed with Burlington Industries but safety and microbiological testing still presented a challenge. Test Techniques - In Vitro Absorptive Fabric Fabric design, application procedures, safety, and antimicrobial efficacy are critical to the utility of the final nonwoven product. Once the fabric design, application procedures, and safety considerations had been completed, efficacy evaluations of the AC-AM Fabric were undertaken. Padding Tests As described earlier, various modifications of the AATCC-100 test have been used to demonstrate the effectiveness of the AC-AM Fabric. Listed in Table V are results from a fluid compatibility test run using buffered phosphate, saline, and serum. The K.pneumoniae microbial dose was added to each of the test fluids and then aliquots were applied to treated and control fabrics. Results were very uniform and confirm that microbial loads from such fluids are readily controlled on the AC-AM Fabric.33 The above work was extended in an attempt to compare the antimicrobial effectiveness of several types of fabrics where reinoculated blood and defibrinated blood were used as the carrier mediums. The test organism was Klebsiella pneumoniae ATCC 4352. Innoculum level was 1.5 x 105 CFU/ml. Note that results in Table VI (whole blood testing) show a rather uniform loss of retrievability of the test organisms irrespective of test substrate. This was attributed to the effects of the blood clotting through time removing the organisms from retrieval and in fact killing most of them. The killing effects of the blood and also defibrinated blood were further studied by following the course of an insult of K. pneumoniae, on linen. (Table VII) Results show clearly the die-off effect in the whole blood, whereas no significant effect can be seen with the defibrinated blood through the six hour test period. Note that the linen inoculated with the contaminated blood extended the life of the test organisms. The significance of the 100% reduction in 5 min. on the D Sample (ISO-BAC, Table VI) needed to be established so an additional test was run using defibrinated blood. Table VIII contains their results of this testing. The clear value of reducing microbial dose level is illustrated in these results. Whereas neither the linen (A) nor the two untreated nonwovens (B and C) showed any reduction of the test organisms through two hours the ISO BAC Fabric showed a 59% reduction in 30 minutes and 72% reduction after two hours. These tests were very rigorous in terms of organic load and microbial load and yet bacterial dose levels were significantly reduced. To expand on our understanding of the influence of fluids a padding test was undertaken using Clark-Lubs solution (KH2PO4/NaOH) and the Acta "Sweat" as prewetting agents and the carrier fluids for Staphylococcus epidermidis. (Table IX) Again, the results support the excellent antimicrobial activity of the AC-AM Fabric.34 One of the most thorough studies utilizing the AC-AM Fabric was conducted by W.U. Faber et.al. at the West German Institute for Hospital Hygiene and Infection Control.35 Their test protocol, a swatch pad test, utilized linen, Molnlycke, and ISO-BAC Fabrics, four bacterial strains (S. aureus, Streptococcus faecalis, K. pneumoniae, and P. aeruginosa), three solutions used to stimulate O.R. conditions (buffered water, physiological saline, and blood serum), and five retrieval time intervals (0, 15 min., 30 min., 60 min., and 120 min.). The innoculum concentration was 1 x 105 to 1 x 106 CFU/ml. inoculated onto a 5 x 5 in. test fabric swatch. "All test bacteria and solutions indicate that the highest bacteria reduction occurred with the ISO-BAC Fabric in all cases. It is obvious that in linen and non-textile drape material, the bacterial kinetics show only minor differences, whereas, in ISO-BAC, the bacterial count is significantly lower when compared to the initial count. It is assumed that when using ISO-BAC materials, a transmission of bacteria by means of the draping material is prevented to the highest possible extent." Pulse Height Analysis 36 The effectiveness of AC-AM Fabric in reducing and controlling pathogenic organisms (commonly occurring in the operating theater) is of prime importance. Therefore, tests to evaluate the performance of AC-AM Fabric against Escherichia coli and Staphylococcus aureus were performed using Sontara and a suspension of the test organisms alone as a control. Two suspending media, saline and phosphate, were used and each combination was treated in triplicate. In previous experiments, agar plate counts to establish the reduction of viable bacteria had been the method of choice. In this study, another approach using a modified particle counter was employed. This procedure takes samples from the flasks containing the swatches and bacterial control and processes the samples through the particle counter instead of making plate counts. The particle counter is modified to focus on bacterial sized particles, counts and sizes particles aspirated through an orifice, automatically recording the data on the numbers and size of the particles in 50 ml aliquots of the sample. These data are presented both as a printout of the total counts and an oscilloscope tracing showing the numbers of particles in various channels which represent the sizes of the particles. The sum of particles seen in a peak channel (each sized particle) can be compared with any other channel. For example, if there were 100 particles of a certain size in one channel and 10 particles of another size in the second channel, the height or peak of the first channel would be greater than the second channel, yielding valuable differentiation with respect to the size of the particles in the sample. In this study particles are equated with bacterial particles after an appropriate correction is made for background particles. These data - total particle counts and particle size - can be used to interpret the effectiveness of a germicide against a bacterial population. An effective germicide must reduce the numbers of bacteria in contact with it by inflicting damage on the bacteria. The particle counter provides this information. The print out records the total counts of bacterial particles from the test samples and provides a basis for determining whether a reduction in total bacteria occurs. The oscilloscope tracing shows two facts. First, it shows the distribution of different sized particles. Usually a bacterial cell which has been affected or damaged by a germicide has a different size than the control culture and this is seen on the oscilloscope tracing. This tracing also reflects the total number of particles in the 50 ml sample by the area under the combined peaks as well as the number of particles of each size. The print-out and the oscilloscope tracing thus yield information on the reduction of bacterial population and the damage done to the bacterial cells - i.e., the effectiveness of the germicide. This particle counting and sizing method gives more information than agar plate counts because it gives an indication of bacterial damage as well as reduction of bacterial populations. In addition, the instrument offers other advantages. The instrumented method yields immediate results - one minute after taking each sample, provides a permanent record, and is completely objective. In this study limited parallel plate counts for viable bacteria demonstrated the close parallel in results from the two procedures. The particle counts always exceeded viable bacterial counts but % reduction of bacterial populations was very similar using both procedures. This finding supports the validity of the particle counter in this type of testing. The inoculum of Escherichia coli and Staphylococcus aureus was adjusted to 1 x 106 per ml. The suspending media were physiological saline (Abbotts injectable) and phosphate solution (35g. monobasic potassium phosphate/liter at pH 7.2 diluted 1:800) which were sterilized after filtration through a 0.22 filter. The particle count data demonstrated the effectiveness of the AC-AM Fabric in reducing the particle (bacterial) count by 90% or more in 60 minutes, and the change in the particle size indicated damage to the bacterial cells. The reduction in viable bacteria was supported by standard plate count data. At 30 minutes the reduction of particle counts was 80-86% for saline, while in phosphate the reduction was 91-95%. This was also supported by viable bacteria counts. Aerosol Test 37 Test swatches were inoculated with an aerosol of the test bacteria produced in the Andersen Sampler used for bacterial barrier efficiency testing. This method provides a homogeneous distribution of innoculum over the entire surface of the swatch. Swatches for 0 time exposures were cut septically into small pieces immediately upon removal from aerosolization and allowed to drop into the Letheen Broth. For dwell intervals (1/2 through 3 hours) the inoculated swatches were transferred to closed humidity chambers, the humidity of which were maintained at 92% R.H. at 22 C using a saturated aqueous solution of Na2HPO4 in the chamber. Upon termination of a given dwell interval, the swatch was removed and cut aseptically into small pieces as described above for elution in Letheen Broth. The eluting interval in 50 ml. Letheen Broth was 10 minutes using a shake speed of 8.5 for the Wrist Action Shaker. The Letheen Broth eluant was then decanted into a sterile centrifuge tube (Clay Adams Dynac II) and centrifuged at 300 r.p.m. for 2 minutes to separate media linters from the suspension. One ml. of the supernatant was then cultured. One ml. of the eluting medium cleared of media linters was transferred aseptically to a sterile plate to which was added 18 to 20 ml. of tryptic soy agar containing 0.7 gm Asolectin and 5.0 ml.Tween 80/L. Tables X and XI list results using the above protocol. These tables show clearly the total control of the test organisms P. aeruginosa and E. coli within 15 minutes. Considering the dosage level of 1.37 x 106 and 1.3 x 106/swatch respectively, these results are outstanding. Adaptation Study (Table XII) It has been observed in our laboratory that many traditional leaching types of antimicrobial agents are susceptible to inductive or mutative adaptation. Adaptation is a phenomenon whereby a cell adjusts enzymatically (inductive) or genetically (mutational) to a toxicant in its environment. A study was undertaken with silanequat treated surfaces to determine the potential for adaptation of Gram(-) and Gram(+) organisms after contact exposure. No increase in adaptive potential was noted after five successive exposures. This indicates an extremely low potential for adaptation. Odor Test (Table XIII) Many nonwoven fabrics are used where microbial odors are a significant nuisance. Our experience with the reduction of microbial odors on woven fabrics has been through laboratory and odor panel testing.27 The extension of this work was done with nonwovens. Typical diaper constructions were treated and put in capped jars. Proteus mirabilis and a small amount of artificial urine nutrient were added. Ammonia measurements were taken using Gastec® tubes. Results show clearly the value of the silanequat treatment in the reduction of microbial odors. Scanning Electron Microscopy (SEM) Bacterial dilutions were placed on SEM stubs (experimentals) to check for the correct bacterial count for electron microscopy using a light microscope. The experimental stubs were prepared for electron microscopy by placing a drop of water containing dilute bacterial cultures, adding appropriate fibers, incubating at room temperature, drying under vacuum, and treating with carbon and gold. SEM photomicrographs were made using a Cambridge Scanning Electron Microscope. Silanequat treated Curex and Sontara were used in the studies. These experiments confirmed the antimicrobial action of the silanequat on E. coli and S. aureus. The encapsulated bacterium K. pneumoniae was also tested. The ability of the silanequat to exert its antimicrobial influence through the capsule was demonstrated.38 The disruption of the bacterial cells normal morphology can be seen below in Figure 2. FIGURE 2: Before Treatment FIGURE 2: After Treatment Clinical Evaluations - In Vivo Tests in a clinical environment are usually very complex because of the large number of uncontrollable variables. Yet, the final link to improvement in aseptic conditions is to be found in the clinical environment. Several studies are currently underway but only two of these will be reported on here. Biobarrier Test 39 An AC-AM Fabric instrument wrap was tested using a modified 28-day Shelf Life Test. Evaluations were conducted according to the method described by Schneider.40 The test is referred to as a Simulated-Storage Evaluation in which the pathway between naturally occurring airborne bacteria and a nutrient media, supportive to their viability and proliferation, is blocked by the material in test. Two piles each of AC-AM Fabric Instrument Wrap, Kimguard, and repellent Sontara (non silanequat treated) and four piles each 140count muslin (washed) were challenged in this test. Ten beakers, each containing sterile broth media that can support a broad class of microorganisms were covered with sterile packaging material as described above. The sterile covered containers were placed upright on a shelf in a storage room for 28 days to simulate in-use environmental exposure conditions. The test containers were not stressed by pressure from handling or stacking. Relative humidity ranged from 50% to 80%. The storage room was similar to a hospital storage room (in which sterile material is kept) in size, shelves, and placement of material on shelves. Traffic into the storage room was not heavy, but was entered several times daily during the work week to remove or replace storage items. A failure was identified by visual observation of microbial growth as evidenced by turbidity. Confirmation of growth and organism types, or no growth, was done by slide preparation and subsequently determined by microscopic examination. The results are tabulated in Table XIV. Several conclusions can be drawn from the data: 1. Linen afforded poor biobarrier protection as 60% of the containers showed growth during the test interval. 2. Kimguard afforded good protection as 90% of the test containers were negative. 3. AC-AM Fabric afforded the best protection. There were no failures. 4. Repellent Sontara (non silanequat treated) performed poorly as 50% of the test containers were contaminated. The above data support the conclusion that the antimicrobial constituent in the AC-AM Fabric provides a substantial improvement in biobarrier activity over 140-count linen and Sontara. The interpretation of the SimulatedStorage Evaluation Test is direct. It is highly sensitive to detection of microbial penetration of the biobarrier by a broad class of microorganisms due to the moist environment and nutrient on the sterile side of the fabric. Since all classes of test material are exposed to identical test conditions, the observed differential penetration is a meaningful representation of the relative biobarrier of the four materials challenged. In this test, AC-AM Fabric Instrument Wrap had an equal chance of penetration by microbes, yet it provided an excellent biobarrier against contamination by environmental organisms. Although these data were generated for CSR and instrument wraps interpolation to a variety of nonwovens and nonwoven environments is possible. AC-AM Surgical Drape Reinforcement Study Surgical Protocol: A double-blind study was conducted of 98 surgical cases using a reinforced laparotomy drape. The drape reinforcement was modified to consist of four sections (A,B,C, and D). Although all sections appeared to be identical, only two of the four were made of AC-AM Fabric. The location of the AC-AM Fabric sections were randomly varied. The surgical cases included clean, clean contaminated and contaminated cases. Laboratory Protocol: After each procedure, viable bacteria from a portion of the AC-AM Fabric and non-treated reinforcement sections were removed. These swatches were agitated in a bacterial recovery solution and passed through a micro-porous filter. The filters were then placed on a pad containing nutrient media and incubated for 72 hours. Clinical Results: Of the 98 surgical cases studied, this in-vivo study demonstrated that AC-AM Fabric reduces the number of viable potential pathogens in the critical areas by over 81%. Comments from the study monitor include: "I would like to bring you up to date on the clinical project I have been involved in using the AC-AM Fabric surgical drape. The doubleblind technique was used with random distribution of AC-AM Fabric and non-AC-AM Fabric strips on top of the surgical drape. Our early observations indicate a dramatic reduction in the bacterial colony count on the AC-AM Fabric versus the non-AC-AM Fabric strips. This held true with clean, clean contaminated, and contaminated surgical procedures of varying lengths of time. This data in the operating room certainly appears to verify the laboratory data done by American Convertors prior to release of the drapes for general use. The eduction in the number of bacterial colonies on the drape should contribute to a decreasing number of viable bacteria capable of infection. In addition, the mechanical usage of the drape has also been very satisfactory. The reinforced area in the AC-AM Fabric portion prevents strikethrough. The drape is soft and pliable enough to mold to the configuration of the patient. The surface also seems to prevent slippage of instruments." This study is still ongoing and will be the subject of a future publication. Summary The evolution of medical fabrics from the first tier usage of linen drapes to the second tier of barrier and absorptive nonwovens has guided the way to the third tier nonwoven draping material - a safe, active nonwoven. This third tier nonwoven provides clearly demonstrable efficacy against a variety of laboratory and clinical (environmental) microorganisms. The microbiological test techniques used to demonstrate this effectiveness, as reported herein, are extremely varied. Results published here confirm the effectiveness of ISO-BAC Fabric under simulated and "real world" conditions. While we are still learning about the mechanism and performance of the ISO-BAC, we have confirmed that: (1) major levels of contamination are present at the surgical wound site in the area of the reinforcement around the fenestration, and (2) ISO-BAC (treated with the ÆGIS Microbe Shield) is capable of significantly reducing this level of contamination. Copyright © 2000, ÆGIS Environments, All rights reserved Form 5b Rev 09/2002 TM LITERATURE CITED 1. Majno, G., “The Healing Hand,” Harvard University Press, 1975, p. 54. 2. Ibid p. 183. 3. Ibid p. 188. 4. Neuber, G. and Hunter, Robb, AORN Journal Vol. 24., No. 1, July 1976, p. 54-55. 5. Laufman, H., Bulletin of N.Y. Academy of Medicine, Vol. 54, No. 5, May 1978. 6. Beck, W. C., American J. of Surgery, Vol. LXXXIII, No. 2, Feb., 1952, p. 125-126. 7. Beck, W. C., AORN Journal, Vol. 27, No. 7, June, 1978, p. 1273-1274. 8. Sweeney, W. J. III, Obstetrics and Gynecology, Vol. 24, No. 4, Oct. 1964, p. 609, 612. 9. Dineen, Peter, Clinical Orthopedics and Related Research, p. 210. 10. Ibid p. 212. 11. Alford, D. J. et al, American J. of Surgery, Vol. 125, May 1973, p. 589-591. 12. Charnley J. and N. Eftekhar, Modern Medicine, May 19, 1969, p. 200. 13. Ha'Eri, G. B. and A. M. Wiley, Clinical Orth. and Related Res., A.M. No. 154, Jan-Feb, 1981. 14. Whyte, W. et al., Brist. J. of Surgery, Vol. 65, 1978, p. 469. 15. Hamilton, H. W., et.al., Clinical Orth. and Related Res., No. 141, June, 1979, p. 243-245. 16. Moylan, J. et al., Surgical Forum, Vol. 25, November, 1975, p. 733. 17. Moylan, J. et al., Surgery, Gynecology, and Obstetrics, Vol. 151, No. 4, Oct. 1980, pp. 466, 467, 470 18. Hartman, Janet, “Disposable Drapes: One Team's Experience,” Gillette Children's Hospital. 19. Laufman, Harold, et al., Ann. Surgery, January, 1979, p. 72 and 74. 20. Schwartz, J. E. and D.E. Saunders, et.al., Surgery, Gynecology, and Obstetrics, Vol. 150, April, 1980, p. 507-512. 21. Davidson et.al., Brit. J. of Surgery, Vol. 58, No. 5, May 1971, p. 333-337. 22. AORN Journal, Vol. 21, No. 4, March, 1975, p. 594. 23. ISO•BAC Surgical Drape Reinforcement - a product of American Convertors. 24. ISO•BAC Instrument Wrap - a product of American Convertors. 25. Altemeier and Culbertson, 2/14/70, Vol. 102, p. 251-253. 26. Ibid Citation 21. 27. Gettings, Richard and B. Triplett, AATCC Book of Papers, 1978, p. 259. 28. Malek, James R. and J. L. Speier, J. Coated Fabrics, 12, 1982, p. 38. 29. Speier, J. L. and J. R. Malek, J. of Colloid and Interface Science, Vol. 89, #1, Sept. 1982, p. 68. 30. American Association of Textile Chemists and Colorists - 30 Parallel Streak Test. 31. American Association of Textile Chemists and Colorists - 100 Substrate Padding Test, Dow Corning Corporate Test Method 0829. 32. Dow Corning Corporation, Corporate Test Method 0923, Dynamic Shake Flask Test. 33. American Convertors - ISO•BAC™ Literature, August 1980. 34. Report to American Convertors - July 28, 1980 from Acta Laboratories, Inc., Highland Park, IL. 35. Faber, W. U., B. Wille and S. Wirth. Examination of Bacteria Kinetics in the Artificial Contamination of Various O.R. Drapes. Hygiene and Infection Control. 36. Report to American Convertors - April 9, 1982, from Bacti-Consult Assoc., Houston, Texas. 37. Report to American Convertors - June 30, 1980 from Acta Laboratories, Inc., Highland Park, IL. 38. Report to American Convertors – April, 1981 from Walter C. McCrone Institute, Inc. Institute for Hospital 39. Report to American Convertors - August, 1981 from Bacti-Consult Assoc., Houston, Texas. 40. Schneider, Philip M., Microbiological Evaluation of Package and Packaging - Materials Integrity. Medical Device and Diagnostic Industry; May, 1980; pp. 29-37. TABLE I Results Minimum Inhibitory Concentration Test Dow Corning 5700 Antimicrobial Agent Test Organism MIC (Fg/ml) Streptococcus Faecalis Gram (+) Bacteria 10 Escherichia coli Gram (-) Bacteria 100 Pseudomonas aeruginosa Gram (-) Bacteria 100 Aspergillus niger Fungus 1000 TABLE II Results American Association of Textile Chemists and Colorists Method 30, Fungicides, Evaluation on Textiles Dow Corning 5700™ Antimicrobial Agent Treated Nonwovens Percent of Sample Covered1 After: Sample 3 Days 5 Days 7 Days Untreated 20 60 100 Treated Level A 0 5 20 Treated Level C 0 0 0 1 Aspergillus niger TABLE III Results American Association of Textile Chemists and Colorists Method 100, Antimicrobials on Fabrics1 Dow Corning 5700 Antimicrobial Agent Treated Nonwovens Sample Microorganisms Percent Reduction Control Staphylococcus aureus 16 Treated2 Gram (+) Bacteria 100 Control Treated Escherichia coli Gram (-) Bacteria 0 99.6 Control Treated Klebsiella pneumoniae Gram (-) Bacteria 0 100 Control Treated Saccharomyces cerevisiae Yeast 0 99.9 1 DuPont FC-170 surfactant used, substituted for Rohm and Haas Triton X-100 2 Fabric was Kaycel TABLE IV Results Clinical Isolate Control2 AEM 5700 Antimicrobial Treated Nonwovens Sample Microorganism Percent Reduction Untreated1 Treated Inoculum Citerobacter diversus Wound Isolate Untreated Treated Inoculum Pseudomonas aeruginosa Urine Isolate 28.3 99.9 0 Untreated Treated Inoculum Staphylococcus aureau Wound Isolate 0 99.7 0 Untreated Treated Inoculum Escherichia coli Urine Isolate 11.6 98.6 0 Untreated Proteus mirabilis 0 14.3 93.6 0 Treated Inoculum Wound Isolate 99.5 0 1 Sontara Fabric 2 Dow Corning CTM 0923 TABLE V Results Fluid Compatibility Tests AEM 5700 Antimicrobial Treated ISO-BAC Fabric Percent Reduction1 with 15 Min. Contact Sample Buffered Phosphate Saline Serum Untreated Linen 8 0 0 Untreated Sontara Nonwoven 0 0 0 Treated Sontara 99+ 90+ 90+ 1 Modified AATCC method 100 using test fluids Klebsiella pneumonia statistically significant at the 95% confidence level. TABLE VI Results Surface Testing of Whole Blood and Bacteria1 Contact Time (Minutes # of Organisms Per Ml % Reduction A) Green Surgical Linen 0 1 3 5 30 60 120 6,550 4,750 3,750 400 200 200 100 27 43 94 97 97 98 B) Non-WovenTablecover From J&J Laparotomy Pack 0 1 3 5 30 60 120 22,100 20,800 15,300 2,800 550 700 200 6 31 87 98 97 99 Sample (Surface) C) HiLoft Untreated Control 0 1 3 5 30 60 120 10,450 8,650 8,900 200 0 0 0 17 15 98 100 100 100 D) HiLoft with AEM 5700 Antimicrobial - ISO!BAC Fabric 0 1 3 5 30 60 120 12,500 5,000 5,700 0 0 0 0 60 54 100 100 100 100 1 Inoculum: 90% Whole Fresh Rabbit Blood Contaminated with Klebsiella pneumoniae ATCC 4352 TABLE VII Results Comparison of Contaminated Whole Blood Versus Defibrinated Blood in Solution and on Line # of Organisms Per Ml: Test Method A) Solution Test (Organism Added to Blood)1 Contact Time (Minutes) 0 1 2 3 5 30 120 360 Whole Blood 30,000 30,000 30,000 2,990 309 2 - Defibrinated Blood 14,726 15,375 14,650 13,900 14,275 15,125 14,625 13,375 B) Surface Test (Contaminated Blood Added to Linen Swatches)2 0 1 2 3 5 30 60 120 180 6,550 4,750 5,600 3.750 400 200 200 100 100 1 Retrievals from the solutions. 2 Modified AATCC-100 Padding Test, Klebsiella pneumoniae preinoculated into test fluids. 8,750 9,300 9,000 8,700 8,850 9,900 10,350 10,850 7.650 TABLE VIII Results Surface Testing of Defibrinated Blood and Bacteria1 Contact Time (Minutes) # of Organisms Per Ml % Reduction A) Green Surgical Linen 0 1 3 5 30 60 120 8,750 9,300 8,700 8,850 9,900 10,350 10,850 0 0 0 0 0 0 B) Non-Woven Tablecover From J&J Laparotomy Pack 0 1 3 5 30 60 120 14,050 17,450 13,750 13,400 15,350 16,450 17,800 0 2 5 0 0 0 C) HiLoft Untreated Control 0 1 3 5 30 60 120 13,650 14,150 13,600 14,000 13,750 14,600 16,850 0 0 0 0 0 0 D) HiLoft with AEM 5700 Antimicrobial - ISO!BAC Fabric 0 1 3 5 30 60 120 14,900 15,400 14,400 12,400 6,050 5,650 4,200 0 3 17 59 62 72 Sample (Surface) 1 Inoculum: 90% Whole Fresh Rabbit Blood Contaminated with Klebsiella pneumoniae ATCC 4352 TABLE IX Results Preliminary Tests Comparing the Reduction in Count of Staphylococcus epidermidis Applied to HiLoft ISO!BAC Compared to Untreated Control Bacteria Suspended in Count/0.1 ml (x106) Swatch Wetted Repl. Count/ml (X103) Control Treated Percent Reduction Clark-Lubs KH2PO4 1.46 Clark-Lubs 1 2 198 201 0 0 100 100 Acta Sweat 1.48 Acta Sweat 1 209 0 100 2 214 0 100 TABLE X Results - Aerosol Test ISO!BAC Control of Pseudomonas aeruginosa in Saline1 Count/ml (X103 at Each Dwell Interval) Media No. Repl. 0 1/4 hour ½ hour 1 hour 2 hour 3 hour Control2 1 2 3 Av. 114 115 98 109 120 101 116 112 102 91 116 103 136 107 110 118 122 112 92 109 126 114 121 120 ISO!BAC Level A 1 2 3 Av. 11 16 19 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ISO!BAC Level B 1 2 3 Av. 14 12 15 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial population in broth 98 x 107/ml. Diluted 1:100 in saline and delivered 0.14 ml as an aerosol via Harvard Infusion Pump. Population deposited on swatch 1.37 x 106 cells/ml 2 Whatman No. 40 filter paper TABLE XI Results Aerosol Test ISO!BAC Control of Escherichia coli in Saline1 Count/ml (X103 at Each Dwell Interval) Media No. Repl. 0 1/4 hour ½ hour 1 hour 2 hour 3 hour Control2 1 2 3 Av. 136 114 122 124 110 119 140 123 103 92 112 102 115 122 108 115 108 102 124 111 123 107 98 109 ISO!BAC Level A 1 2 3 Av. 14 22 19 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ISO!BAC Level B 1 2 3 Av. 23 16 18 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Initial population in broth 131 x 106 cells/ml. Diluted 1:20 in saline and delivered 0.2 ml as an aerosol via Harvard Infusion Pump. 1.3 x 106 cells deposited on swatch. 2 Whatman No. 40 filter paper. TABLE XII Results Bacterial Adaptation Studies AEM 5700 Antimicrobial Agent Treated Fabrics Percent Reduction1 Klebsiella pneumoniae Staphylococcus aureus Exposure2 1 2 3 4 5 1 2 3 4 5 Control 0 0 0 0 0 10 5 9 13 26 Treated 99+ 99+ 99 98 99+ 99 98 96 99 99 1 Dow Corning CTM 0923 Shake Flask Test 2 Shake Flask Survivors were used for subsequent exposures TABLE XIII Results ISO!BAC Nonwoven Fabric1 Total Accumulated Ammonia (PPM) Produced After: Sample 2 hours 4 hours 6 hours 8 hours Untreated 0 0.5 5.5 5.5 Treated Level A 0 0 2 28 Treated Level B 0 0 0.5 3.5 1 Test Organism: Proteus mirabilis (Clinical) Inoculum: 1,000,000 CFU/ml TABLE XIV Results - ISO!BAC Shelf Life Simulated-Storage Evaluation1 Bottom Shelf Jar ISO!BAC (2 ply) Linen (140 Count, 4 Ply) Sontara (2 Ply) Kimguard (2 Ply) 1 2 3 - + + - - - 4 5 6 7 (Cornyebacterium sp only)2 + + + + + + 8 9 10 - + + - + + - - Middle Shelf Top Shelf 1 Method described by Schneider 2 Not a valid contaminant as noted by investigator. + = Microbial growth (variations of mold, yeast, Gram-positive, and Gram-negative microorganisms). Applications & Products Geotextiles Pavement Rehabilitation CSI/Geoturf carries a wide range of products for all types of applications. If you do not find what you are looking for, please contact us. Asphalt Overlay Fabrics Concept The major source of deterioration in a pavement structure is the intrusio through cracks in the pavement surface. Installing a layer of nonwoven g to capping serves as a flexible interface to reduce reflective cracking and of the subgrade. Application Pavedry fabrics help eliminate common causes of expensive pavement breakup in paving applications. This extends pavement life and reduces long-term maintenance costs. Used extensively in parking lots, surface streets, highways and all other rigid or flexible pavements When constructing or repaving highways, roads, airport runways, and parking areas, the inclusion of and the new asphalt layer produces an effective moisture barrier, protecting the sub-base from deterio This in turn increases the pavement life by retarding reflective crack Guide Catalog Applications & Products Product Selection Specifications & Support About CSI/Geoturf Locations Sales & Support Staff Home (c) HOME / ASPHALT OVERLAY Contact Us Case Studies News Site Map Search Civil & Environmental Introduction Geomembranes/ Covers Introduction Polypropylene HDPE LLDPE Geosynthetic Clay Liners Gas and Waterproofing Turbidity/ Floating/ Silt Installation Ground Reinforcement Introduction Geogrids Gabions (Welded Steel Modular) Gabions (Twisted Wire) Geotextiles Introduction Nonwoven Polypropylene Nonwoven Polyester (PET) Woven High Strength Tubes Monofilament (drainage) Asphalt Overlay Road Repair Erosion Control Introduction Biodegradable Coir Permanent TRM High Performance TRM Photodegradable Silt Fence Drainage/ Subsurface Paving Introduction Print this page VersiCell VersiDrain 8 VersiDrain 8 Mesh VersiDrain 10 Geo TurfPave Grass Pavers Pave-Dry Geotextile for asphalt overlay and road construction. It is a nonwoven needlepunc staple fiber geotextile specifically engineered for asphalt overlays. Pave-Dry fabri the old and new asphalt layers in flexible pavement systems. Because polypropylene has an affinity for petroleum products, there is a considera coat into the yarns. This creates an inert, laminated monolithic composite that has resurfacing years Pave-Dry nonwoven paving fabrics increase the pavement life lo repaving techniques of new asphalt overlays. Long-term field evaluations have shown that the proper use of paving fabrics in a pavements increased pavement life up to 50%. Therefore, using Pave-Dry fabrics projects will reduce maintenance costs and allow for improved effectiveness of yo management system. Since studies state that paving fabrics provide the performan of AC thickness, Pave-Dry geotextiles are the most economical interlayer option. Most subgrade failures occur from surface water entering the pavement’s base cou foundation soil’s shear strength. Pave-Dry geotextiles absorb tack coat sprayed on pavement to create a permanent moisture barrier. This system prevents water from joints, and the porous pavement itself while enhancing surface drainage. By diver subgrade maintains a lower moisture content and its maximum bearing capacity. W bonded to the original pavement, surface deflections, excessive cracking and poth prematurely the overlay. Pave-Dry geotextiles also function to retard reflective cracking. By unrolling Pave surface, the ductility and shear resistance of the entire flexible pavement system is energy normally transferred from cracks in the old pavement into the overlay is ab interlayer. Furthermore, the ability of the wearing course to resist tensile stress on increased. Installation Guidelines Surface Preparation. Clean the old pavement of dust, dirt, vegetation, and moistur mm should be cleaned and filled with a suitable crack sealant. Potholes should be course, filled and treated with tack coat. Tack Coat Application. The amount of tack coat required to saturate Pave-Dry ge 1.1 L/m². The actual rate of application depends upon the relative porosity of the o temperature and tack coat. The specified tack rate should be applied by a distribut uniform manner at a temperature below 1490 C. It should be sprayed approximate width of the paving fabric. If asphaltic emulsions are used, the tack coat must ade placement. Installation of Paving Fabric Pave-Dry. Geotextiles should be placed with the cale tack coat is still warm and tacky to assure the best bond and absorption possible. I manually or with fabric installation units (available from manufacturers nationwid light and the vehicle should be driven as straight as possible to assure a smooth an installation. A lightweight metal tube should be inserted inside the geotextile core Hand-broom all small wrinkles. Wrinkles larger than 12.7 mm must be carefully s overlapped in the direction of paving. Additional tack coat must be applied betwe must be overlapped at least 75 mm along roll edges and 15 cm at roll ends. Paving Operation. If a Pave-Dry geotextile becomes wet during installation, it mu completely before paving. Wet fabric should not be opened to traffic. A wet fabric laminated, composite system required. No vehicular traffic is recommended on th Standard paving operations should follow. 38 mm of asphalt is recommended as a Chip Seal Application. After the Pave-Dry geotextile has been properly deployed surface should be coated with the type and amount of asphaltic spray used in conv applications (Alternatively, excess tack coat can be applied under the fabric). The the type and size of stone chips. Chips should be spread uniformly and equipment directly on the saturated fabric. The surface is then compacted with steel drum and the excess stone is swept away. Geotextile Applications Overview Subgrade-Roadbase Improvement Pavement Enhancement Subsurface Drainage Erosion Control Walls & Slopes Containments Silt Fence & Landscape Railroad Amoco Fabrics & Fibers Co. Civil Engineering Fabrics 260 The Bluffs Austell, Georgia 30168 PH:800/4457732(SPEC) Fax:770/944-4584 email: geotextiles@bp.com web: geotextiles homepage Areas of Application Design Challenges Benefits Recommended Products-AASHTO M 288 00 SuperGro - Erosion Control/Vegetative Growth Areas of Application Geotextiles have replaced graded granular filters used beneath riprap or other armor materials. Typical applications include drainage channels, shorelines, river, coastal protection, canals, and bridge and pier scour protection systems. Design Challenges The effective control of destructive erosion in shorelines, riverbanks, drainage ditche canals has always posed a difficult problem. This stems from the need for a robust ou protective layer to absorb the energy of wave or current, and an inner protective laye traditionally in the form of an aggregate filter to prevent erosion of the bank soil. Thi layer has a particularly difficult role to play, since it must fill the often conflicting requirements of being fine enough to act as a bank soil filter, yet coarse enough to pr generation of high differential pressure between the bank and external water levels. T problems are overcome with properly designed geotextile filter fabric installed to cov exposed surface of the bank. The selection of geotextiles used in shoreline erosion co requires consideration of filtration mechanisms, installation stresses, and long-term d requirements. Filtration mechanisms will rely on the gradation of the soil, pore size characteristics of the geotextile, and water flow conditions. While design criteria hav well established for geotextile filters, the special nature of erosion control application be carefully considered in selecting the most appropriate geotextile for the specific si conditions. The design relations are complicated by the reversing flow conditions tha coastal erosion control applications. Benefits Compared to conventional graded granular soil filters, geotextiles offer advantages b providing: consistent and continuous filter reduced environmental impact simplified, higher quality construction reduced time of construction a substantial reduction in material costs Recommended Products - AASHTO M288-00 Fabrics and Fibers has a broad spectrum of nonwoven and woven geotextiles specific designed for erosion control applications. Our ProPex product line enables you to cho geotextile that precisely meets your project conditions and the AASHTO M 288-00 specification. Because the product you need will vary with construction conditions, y local distributor or Fabrics and Fibers technical engineers can assist you in selecting Propex geotextile that is appropriate for your job. Erosion Control Geotextile Requirements- AASHTO M 288 00 Product Line Class 1 Class 2 Class 2 Style Pass to 200 sieve=> ProPex 4551 <15% 15 15 15 to >50% <15% to >50% <15% to 50% 50% 50% * * * >50% Nonowoven 4552 Geotextiles 4553 4510 4512 4516 p * * * * p * * * * p * * * * 1198 * 1199 ProPex Woven 2016 * Geotextiles 2019 p 2044 *= meets AASHTO default requirements p= provisionally meets AASHTO requirements, subject to engineer approval * p SuperGro (Style 4868): is used when vegetative growth is all that is required for ero control. SuperGro is a fibrous matrix blanket that control soil sediment runoff while to establish vegetative growth. For additional and support information: Case Histories, Technical Resources, and Literature. American Assoc. of State Highways and Transportation Officials (AASHTO) American Society of Testing and Materials (ASTM) International Erosion Control Association (IECA) Geosynthetic Materials Association (GMA) ANNUAL REPORT OF COOPERATIVE REGIONAL PROJECT S-272 Supported by Allotments of the Regional Research Hatch Act, as Amended August 11, 1955 January 1 to December 31, 1999 PROJECT: Development and Assessment of Innovative Textile Materials for Environmental Compatibility and Human Health and Safety COOPERATING AGENCIES AND PRINCIPAL LEADERS: 1. Arkansas (AR) University of Arkansas, Fayetteville, M.M. Warnock* 2. Alabama (AL) Auburn University, Auburn, B.L. Slaten* 3. Florida (FL) Florida State University, Tallahassee, R.M. Cloud*, K. Grise, and M.A. Moore 4. Georgia (GA) University of Georgia, Athens, K. Leonas* 5. Indiana (IN) Purdue University, Lafayette, C.M. Ladisch* 6. Kansas (KS) Kansas State University, Manhattan, B.M. Gatewood* and G. N. Ramaswamy 7. Kentucky (KY) University of Kentucky, Lexington, E.P. Easter* 8. Tennessee (TN) University of Tennessee, Knoxville, L.C. Wadsworth*, and B.J. Collier 9. Louisiana (LA) Southern University, Baton Rouge, G. Wasike* 10. Louisiana (LA) Louisiana State University, Baton Rouge, Y. Chen and I. Negulescu* 11. Mississippi (MS) Mississippi State University, Starkville, C. Boyd* 12. Nebraska (NE) University of Nebraska, Lincoln, P. Crews* and L.E. Scheyer 13. North Carolina (NC) University of North Carolina, Greensboro, C.J. Kim* 14. Wisconsin (WI) University of Wisconsin, Madison, A.M. Sarmadi* USDA-ARS, SRRC, N.R. Bertoniere USDA-CSREES, S.P. Welch S-272 Administrative Advisor : B. Brown PROGRESS OF WORK AND PRINCIPAL ACCOMPLISHMENTS: Objective 1: To develop and characterize innovative textile and related materials from natural and synthetic polymers with an emphasis on agricultural fibers and by-products. Many newer products were created and tested for performance. A joint project resulted in a nonwoven blanket produced from cotton and recycled polyester. The experimental blanket was comparable to commercial nonwoven blankets in comfort, quality, and thermal covering. Polymers from waste were recovered and recycled into thermoplastic composites for food packaging, wound dressings and hygiene products. Cotton and glass fabrics were grafted with linking compounds and TiO2 and evaluated for their ability to destroy low concentrations of gaseous organic compounds in the presence of UV light. The treated glass fabrics may have application in removing air borne organic contaminates. Wheat gluten was modified with methyl acrylate, sodium hydroxide, and ethanol and characterized by dye binding techniques and NMR and the films made were evaluated for performance properties. Alpha-chymotrypsin was successfully deposited on RF-plasma treated PET, PP and PS substrates. Computer-aided conformational modeling was used to study the mobility of the enzyme. Stability of the enzyme was good and it retained it’s activity even after several washing/assay cycles. A nonwoven fabric with a cotton surface was developed with increased resistance to pilling and linting. This fabric was tested for fabric hand and comfort in a wear study conducted in an environmental chamber. Fabric softeners developed by Albemarle were evaluated on cotton and 50/50 cotton/polyester using the new data acquisition system for the Kawabata instruments. The most important fabric properties were shear rigidity and shear hysteresis. Attempts were made to improve the softness and wrinkle resistance of kenaf/cotton fabrics using softeners, formaldehyde, low formaldehyde and non-formaldehyde resins. Experimental kenaf/cotton fabrics in shirt weight were developed for apparel. A research grant (LEQSF) from the Louisiana Board of Regents was obtained by LSU scientists to install a narrow weaving machine (Jacob Muller NF42 2/130). This allowed the processing of non-conventional fibers, such as sugar cane rind, kenaf, ramie, and flax, into yarns and fabrics. Bagasse treated- with caustic, water etc., was evaluated for possible use as a yarn forming fiber source. Fibers were stiff and further modifications of the processes is being researched. Dyeuptake and colorfastness studies on polylactic acid (PLA) fabrics suggested that small linear dyes provided good color, however, anthraquinone dyes and other dyes with carbonyl groups should be avoided. Washfastness, lightfastness and resistance to fume fading was acceptable. The dyeability of polypropylene (PP) and polyethylene terephthallate (PET) with waterbased dyes was enhanced by treating them with near atmospheric plasma treatment. The formulation for print paste with soybean alkyd binders are still being optimized to obtain the best color, softness and colorfastness. The bleaching procedure for wheat straw was optimized to obtain a bright, creamy white color that will be used to increase the value of strawboards. The performance of bleached straw boards was compared with regular wood particle board. High resin composites (bioplastics) with wheat straw were successfully made for injection molded products. Cellulose was extracted, purified and characterized for use in various products. Starch (both native and treated) were characterized by ESCA, FTIR, and SEM and grafted using the plasma treatment for applications in biodegradable plastics. Results showed that plasma treatment was successful in functionalizing the surface of starch. Objective 2: To assess the environmental compatibility of selected and newly developed processes, materials, and products from fibers of polymeric and agricultural origin. The soil burial study has been continued to include outside burial. The previous study related to biodegradation in compartmentalized trays housed within a constant temperature chamber. For this new study, cotton, rayon,Tencel, kenaf , hemp and cotton canvas and hemp and cotton denim have been included in the outside burial study. End result will be a comparative analysis of biodegradation properties for fabrics buried outside and in the constant temperature room. The fungal and termite resistance of wheat, barley, and oat straw fiber, and kenaf, corn husk, sugar cane baggase, and soybean hulls were evaluated in both no-choice and choice feeding tests. Objective 3: To evaluate the functional performance, consumer acceptance, and potential commercialization of textile materials for human health and safety and/or value added products. Since cotton is competing with microdenier polyester fabrics, a database for the properties of microdenier polyester fabrics was developed. The effect of silicone finishes on aesthetics and hand of the fabrics were studied. The correlation between instrument measurements of hand and actual subjective ratings were also determined. Nonwoven fabrics, produced by Tennessee, containing cotton fibers on the surface were evaluated for hand related properties using a ring friction apparatus which is capable of distinguishing small differences in fabric hand. To determine consumer acceptance and market analysis of non-coventional textile fibers in value-added products, a national survey was conducted. The preliminary results indicated that the respondents: were unfamiliar with non-traditional fibers such as kenaf, hemp, and jute; did not feel that textiles contributed significantly to environmental pollution; and biodegradability was not a factor influencing their purchasing decisions. National study will be path-analyzed using LISREL. Two nonwoven fabrics commonly used in surgical gowns and drapes were treated in a one-bath application with a fluorochemical and antimicrobial finish. The application was found to be successful and adequate repellency and antimicrobial activity were achieved. Two plain woven fabrics commonly used in hospital bedding (sheets) were treated in a one-bath application with a durable press and antimicrobial finish. The durable press property of treated fabrics after 50 launderings was satisfactory but antimicrobial activity was not apparent after the launderings. Cotton, kenaf and a 50/50 cotton/kenaf blend fabrics/yarns were examined for differences in zeta potential using direct dye solutions. Zeta potential was dependent on fiber makeup. A study examining the influence of fiber type, thickness, thread count, and porosity on UVR transmission was conducted. Results showed that fabric porosity was the single best predictor of an undyed woven fabric's UVR-blocking properties. A detailed study on the influence of chemical constitution of dyes on the extent of UV protection was evaluated using cotton and cotton/polyester fabrics. USEFULNESS OF FINDINGS: Many innovative products and techniques are being created that will impact the quality of life. As process economics are considered and product properties determined, end use markets will be developed. Assessment of the environmental impact of processing and use of current value-added textile products, being investigated in this project, will yield benefits as well. Protective clothing that provides the necessary safety margin along with an acceptable comfort level is an important effort. Methods for evaluating comfort and safety of new and modified textile products are being developed to help producers and consumers. Consumer perceptions and market potential of these fabrics are being determined. Use of cotton in nonwoven products will considerably improve their comfort properties. Provision of information on selection of clothing for maximum protection from UV radiation will also help consumers. This research project has proven the potential to produce low- cost nonwoven products using recycled synthetic fibers. This research provided industry with a new technique of objective evaluation for fabric softeners. The acquisition of narrow gauge loom not only enhanced the Louisiana agricultural economy, but also benefited the ongoing regional research project. WORK PLANNED FOR NEXT YEAR: The focus of the research during the next year will be to finalize the optimization of all conditions for producing products and processes that enhance the quality of life. Development and evaluation of newer cotton nonwovens, kenaf, sugar cane textiles, wheat straw composites, grafted starch for biodegradable plastics will continue, with pooling of resources from the participating stations to more effectively characterize and test the performance of these products. Gathering and analysis of subjective data on fabric comfort and safety and on consumer perceptions of new products will be completed. PUBLICATIONS DURING THE YEAR: Journal Articles: Bel-Berger, P., Boylston, E.K., Kimmel, L., Vonhoven, T., and Ramaswamy, G.N., “Cotton/Kenaf Fabrics: A Viable Natural Fabric:, Journal of Cotton Science, 1999, 3(2), pp. 60-70. Chen, Y., Collier, B. J., and Collier, J. R., Application of Cluster Analysis to Fabric Classification, Intemational Journal of Clothing Science and Technology, in press. Chen, Y., Kampen, W., and Collier, B. J., Evaluation of CPI Starch for Laundry Applications, Textile Chemist and Colorist, 1998, 30(11), 25-30. Chen, Y., Kampen, W., Neguiescu, I., Despa, S., and Collier, B. J., Evaluation of CPI Starch for Warp Sizing Application, Textile Chemist and Colorist, 1999, 31 (1), 25-28. Choi, S.C., Kim, S., & Kim, C.J. (1998). Effects of fiber fineness and silicone treatment on hand of polyester knitted fabrics I: Mechanical properties. Journal of the Korean Fiber Society. [in press] Choi, S.C., Kim, S., & Kim, C.J. (1999). Effects of fiber fineness and silicone treatment on hand of polyester knitted fabrics II: Finishing effect. Journal of the Korean Fiber Society. [in press] Ganapathy, R., Manolache, S., Sarmadi, M., Simonick W.J. and Denes, F., 'Immobilization of Active alpha-Chymotrypsin on RF-Plasma Functionalized Polymer Surfaces. J. of Applied Polymer Science. (in Press) Gatewood, B.M., Wu, J., Lumley, A.C., and Lewis, A.M., “Dyeing Behavior of Wheat Straw- A Nonconventional Lignocellulosic Fiber,” Textile Chemist and Colorist, April 1998, 30(4), pp. 38-44 Hamilton (Scheyer), Lois E., and Annacleta Chiweshe. The Performance of Pigment Print Paste Binders Prepared by Modifying Wheat Gluten with Methyl Acrylate, Starch/Starke , 1998, 50, pp. 213-218. Huang, W. and Leonas, K.K. "One-Bath application of Repellent and Antimicrobial Finishes to Nonwoven Surgical Gown and Patient Drape Fabrics". Textile Chemist and Colorist, March 1999, 31(3), pp. 11-16. J. 0. Kim and B. Lewis Slaten. Objective Evaluation of Fabric Hand. Part I:Relationships of Fabric Hand by Extraction Method and Related Physical and Surface Properties. Textile Research Journal, January 1999, 69(l), pp. 59-67, Leonas, K.K. "Effect of Laundering on the Barrier Properties of Reusable Surgical Gowns' American Journal of Infection Control, October 1998, 26(5), pp. 495-501. Leonas, K.K. and Huang, W. "Transmission of Small particles Through Selected Surgical Gown Fabrics, International Nonwovens Journal, Spring 1999, 8(I ), pp 18-23. Lumley, A.C., and Gatewood, B.M., “Effectiveness of Selected Laundry Disks in Removing Soil and Stains from Cotton and PET,” Textile Chemist and Colorist, Dec. 1998, 30(12), pp. 31-35 Neguiescu, 1. I., Despa, S., Chen, J. (Y.), Collier, B. J., Despa, M., Denes, A., Sarmadi, M., and Denes, F. S., Characterization of Polyester Fabrics Treated in Electrical Discharges of Radio-Frequency Plasma, Textile Research Journal, 2000, 70(1) Neguiescu, 1. I., Kwon, H., Collier, B. J., Collier, J. R., and Pendse, Ajit., Recycling Cotton from Cotton/Polyester Fabrics, Textile Chemist and Colorist, 1998, 30(6), pp. 3135. (Selected as best paper published in Textile Chemist and Colorist for 1998) Negulescu, 1. I., Kwon, H., and Collier, B. J., Determining Fiber Content of Blended Textiles, Textile Chemist and Colorist, 1998, 30(6), pp. 21-25. Patricia Crews, S. Kachman, and Andrea Beyer, "Influences of UVR Transmission of Undyed Woven Fabrics," Textile Chemist and Colorist, June 1999, 31(6), pp.17-26. Ramaswamy, G.N., B. Soeharto, and J.Wang, “Mercerization of Dyeing of Kenaf/cotton Blend Fabrics”, Textile Chemist and Clorists, 1999, 31(3), pp. 1-5. Ramaswamy, G.N., B. Soeharto, C.R. Boyd, and B.S. Baldwin, “Frost kill and kenaf fiber quality”, Industrial Crops and Products, 1999, 19, pp. 189-195. Srinivasan, M., and Gatewood, B.M., “Relationship of Dye Characteristics to the Ultraviolet Protection Provided by a Cotton Fabric,” Textile Chemist and Colorist, Sept. 1999, 31(9), pp. Tao, W., Yu, C., Calamari, T. A., and Chen, Y., Preparation and Characterization of Kenaf/Cotton Blended Fabrics, Textile Research Journal, in press. Ying Zhou and Patricia Crews, "Effect of OBAs and Repeated Home Laundering on UVR Transmission through Fabrics," Textile Chemist and Colorist, November 1998, 30(11), pp.19-24. Patent Disclosures: Denes, F., Manolache S., Sarmadi, M., Young R., Ganapathy, R., Martienz A., (Disclosed to UW-Fundation, 1999) Cold-Plasma Enhanced Functionalization of Substrates by Implantation of Primary Amine Functionalities under Hydrazine Plasmas. Ramaswamy, G.N., and Gatewood, B.M., Invention Disclosure 98-12, “Processing and Bleaching of Bast Fibers (Kenaf, Flax and Hemp) for Woven and Nonwoven Textiles and Other Products,” KSU Research Foundation (April 17, 1998) Proceedings: Ahn, Y.M., & Kim, C.J. , Pesticide sorption properties of selected protective clothing fabrics. Conference Proceedings of the Korean Society of Clothing Industry, 1999, pp.126-127. Boyd, C.R. (1999). Kenaf classic. Abstracts 1999 Second Annual American Kenaf Society Conference. American Kenaf Society,San Antonio, TX, pp. 28 (February 25 - 27, 1999). Boyd, C.R., Ramaswamy, G.N., and Soeharto, B. (1999). Characteristics of lightweight kenaf cotton fabrics. Abstracts 1999 Second Annual American Kenaf Society conference. American Kenaf Society, 30, San Antonio, TX, pp. 31 (February 25 - 27, 1999). Collier, B. J., Neguiescu, 1. I., Romanoschi, M. V., Goynes, W. R., Von Hoven, T., Graves, E., Howley, P., Warnock, M. A., Effects of Finishing and Dyeing on Service Properties and Fibrillation of Lyocell and Lyocell-Blend Fabrics, Book of Papers, 1998 AATCC International Conference and Exhibition, Philadelphia, PA, pp. 28-37 (September 22-25, 1998). Eom, T., Ramaswamy, G.N., and Gatewood, B.M., “Alternative Agricultural Fibers: Comparison of Mechanical Properties of Bio-Composites Made via Polymer Extrusion and Nonwoven Fiber Processes,” Poster Abstract, Textile Chemist and Colorist, 30(8):47 (Aug. 1998). Goynes, W. R., Tao, W., Graves, E. E., Day, M., Yachmenev, V., Calarnari, T. A., Peters, J. G., Neguiescu, 1. I., and Chen, Y., Fabrication and Finishing of Nonwoven Blankets from Recycled Fibers, Book of Papers, 1999 AATCC International Technical Conference and Exhibition, Charlotte, NC, pp. ____ (October 13 - 15, 1999). Iyer, A., Gatewood, B.M., Ramaswamy, G.N., “Alternative Agricultural Fibers: Development and Performance of Wheat Straw as Compared to Wood-Based Fiber Boards,” Poster Abstract, Textile Chemist and Colorist, 30(8):47 (August 1998). Lumley, A.C., and Gatewood, B.M., “Effectiveness of Selected Laundry Disks in Removing Soil and Stains from Cotton and Polyester,” Book of Papers, 1998 AATCC International Technical Conference and Exhibition, Philidelphia, PA, pp. 58-67 (Sept. 22-25, 1998) Ramaswamy, G.N., Boyd, C.R., and Gatewood, B.M., Preliminary study evaluationg aesthetic finished for kenaf/cotton fabrics. Abstracts 1999 Second Annual American Kenaf Society Conference. American Kenaf Society, San Antonio, TX, pp. 8 (February 25 - 27, 1999). Scheyer, Lois E., and Annacleta Chiweshe. Application and Performance of Disperse Dyes on Polylactic Acid (PLA) Fabric, Book of Papers, 1999 AATCC International Technical Conference and Exhibition, Charlotte, NC, pp. ____ (October 13 - 15, 1999). Srinivasan, M., and Gatewood, B.M., “A Preliminary Study on the Influence of Dyes on the Ultraviolet Protection Factor (UPF) of Fabrics,” Book of Papers, 1998 AATCC International Technical Conference and Exhibition, Philidelphia, PA, pp. 361-370 (Sept. 22-25, 1998). Wang, J., Ramaswamy, G.N., and Gatewood, B.M., “Alternative Agricultural Fibers: Chemical Composition of Lignocellulosic Fibers as Affectec by Processing and Bleaching,” Poster Abstract, Textile Chemist and Colorist, 30(8):47 (Aug. 1998). Wu, J., and Gatewood, B.M., “Bleaching and Dyeing of Wheat Straw - An Alternative Cellulosic Fiber for Potential Industrial Applications,” Book of Papers, 1998 AATCC International Technical Conference and Exhibition, Philadelphia, PA, pp. 58-67 (September 22-25, 1998). Theses and Dissertation: Li, B. Effects of selected chemical finishes on fabric hand and fabric performance characteristics of a microfiber polyester/cotton blend fabric. M.S. Thesis, University of North Carolina at Greensboro, Greensboro. 1998. Srinivasan, M. Influence of Dyes on the Ultraviolet Protection Factor (UPF) of Fabrics. Ph.D. Dissertation, Kansas State University. 1999 Approved: Gita N. Ramaswamy March 27, 2000 ____________________________________ ___________________ Chair, Technical Committee Date William H. Brown March 27, 2000 ____________________________________ ___________________ Administrative Advisor Date Ecodesign 3 project: New jute products for the European market by: Claudia van Riet at: New Central Jute Mills, Calcutta, India February 1997 Assignment The main subject of this project is the search for new jute products for the company New Central Jute Mills (NCJM). NCJM has to innovate as the market of traditional jute products like sacking and hessian has declined dramatically due to the shift of jute users to synthetics and other fibers like kenaf. As a result NCJM aims to increase the production of non-traditional products and start to export these products because of the higher margins provided by the export market. Participants * New Central Jute Mills (NCJM), India * Indian Jute IndustriesÕ Research Association (IJIRA), India * Artifort, the Netherlands Project Due to environmental considerations, a new market demand which demand for environmentally sound materials is emerging in Europe and elsewhere in the world. As jute is an environmentalIy sound material this development might provide opportunities for NCJM. However, any innovative jute application shouldnÕt just be based on environmental aspects, also other characteristic properties of jute should be important incentives. With the help of a brainstorm session and the knowhow of specialists new product opportunities were generated. The most promising opportunities; jute geotextiles, jute insulation material, technical textiles, compostbags and jute composistes were analyzed on their potential for NCJM. Based on this analysis, jute geotextiles were selected for further development. In cooperation with NCJM three types of geotextiles were developed: two soil savers and a geocell. A telephone research was held in The Netherlands in order to formulate a marketing strategy. * Soil saver: used to prevent soil erosion on taluds along roads, rivers etc. * Geocells: used to prevent soil erosion on steep taluds like waste fills Ê Inside New Central Jute MillsÊ General improvements As jute geotextiles can be produced with the current technology NCJM is able to innovate without making huge investments. Moreover, as the quality requirements of geotextiles are related to the current products of NCJM, the time to the market will be low. NCJM has been informed about the participants on the geotextile market. To enter the market a demonstration project with a company interested in these geotextiles should be initiated. Ê Prototype of jute soil saver Prototype of jute geocell Ê Environmental improvements The developed geotextiles protect the soil against soil erosion. ItÕs moisture regaining capacity stimulates plant growth. The jute geotextile degrades after fulfilling its function and increases the biomass while a synthetic geotextile remains in the soil when it becomes superfluous. Jute is a low impact, renewable material. Nonwovens are found nearly everywhere when it comes to the medical market. With the rise of infectious diseases and standards enforced in hospitals and healthcare facilities, it is no wonder roll good manufacturers are seeing high consumer demand for nonwovens with better protection in the medical market. Currently, nonwovens can be found in a wide variety of medical-related areas, including facial masks, surgical packs, gowns and drapes, sterilization packaging, gloves, surgical accessories and even protective footwear and hoods. Hospital rooms are also no stranger to nonwovens, as they can be found in bedding, pillows, towels and linens. Considering the number of hospitals, healthcare facilities and medical employees, it is not surprising nonwovens manufacturers cannot even begin to guess how big the medical market really is. According to research conducted by INDA, Association of the Nonwoven Fabrics Industry, Cary, NC, it is estimated that medical and surgical applications consume slightly more than three billion square yards of nonwoven fabric in the U.S. and Canada alone each year. The result: nonwovens manufacturers have their work cut out for them as they try to find a balance between catering to high consumer demands and producing nonwovens that offer the best protection and comfort. One key trend being seen in this category is the push for hospitals to use disposables. While disposables are safer for hospital use, there is a question about the amount of infectious waste created once they are thrown away. Charlie Granger, business development manager for Johns Manville’s Filtration Division, Denver, CO, sees safety as the biggest reason why nonwovens are preferred in the medical market. “Disposable nonwovens are strerilized, packaged, opened and then disposed of, so there is less risk of contamination before or after use than would be the case with a reusable product,” Mr. Granger said. Although Johns Manville’s medical business comprises well less than 10% of its roll goods sales, the company is still witnessing strong consumer demands and concerns regarding safety. “Everyone is coming up with something new they would like to see. Right now we are working to develop our surgical face mask media and we are upgrading products we already sell,” he said. Mario Saldarini, commercial director of Orlandi SpA, Varese, Italy, believes that medical nonwovens are growing most quickly in European markets, particularly France, Germany and the U.K., but are stagnant elsewhere. “Nonwoven material is commonly being found in swabs, gauze and plaster substrates,” Mr. Saldarini added. “We are finding more nonwovens in the medical area, but in my opinion, they are seeing very slow growth.” Orlandi’s medical production makes up 20% of its business whereas 70% of the company is dedicated to the hygienic and cosmetic industry, which is seeing more rapid growth. Mr. Saldarini said that hospitals need to change their mindsets for nonwovens to gain greater marketshare in the medical market. “Hospitals have to get rid of their mentality that disposables are luxuries. Reusable cotton gauze can then be replaced with disposables. Disposable nonwovens give customers more security and peace of mind,” explained Mr. Saldarini. Guan Tao, an import and export executive at Hangzhou Advanced Nonwovens, Hangzhou, China, credited new fiber developments for the drive for nonwovens. “Along with developments of new manufacturing, compound and finishing processes in the nonwovens industry and the development and application of new fiber and auxiliaries, nonwoven medical products have been endowed with superior functions. They have more advantages than traditional materials,” he said. On A Wider Scale Consumers are among the major influences on nonwovens production. Whatever consumers demand, manufacturers try to match. JM’s Mr. Granger said he noticed the highest consumer demand in more protective medical nonwovens. The rise of infectious diseases, such as AIDS, HIV and Hepatitis, and, more importantly, an increased awareness of these diseases has medical consumers requesting protective apparel. “There is an increased awareness in the importance of barrier properties in nonwovens. The quality of disposable nonwovens has created a whole new tier of products,” said Mr. Granger. Some common advantages most manufacturers agree on is that they are cheaper, disposable and more flexible to customers’ needs. “Possibilities are really endless,” noted Mr. Granger. Ray Dunleavy, business manager of BBA Nonwovens, Simpsonville, SC, said that in the U.S. medical market, nonwovens have more or less fully penetrated most apparel and packaging applications. These include products for the operating room such as surgical gowns and drapes, head and shoe covers, face masks, sponges, towels, wipes and sterilization wraps. In other parts of hospitals and healthcare facilities, nonwovens, including pulp-based fabrics, are found in isolation gowns, exam and patient gowns, lab coats, wipes, towels and bed linens. “Nonwovens performance in the areas of protection, comfort and cost are the key drivers for the change in this market, and this fosters competition between different nonwoven fabric technologies. For example, the high levels of protection and low cost offered by SMS technology are propelling it to marketshare gains in the surgical gown and drape market at the expense of spunlaced technology,” Mr. Dunleavy explained. “However, further gains versus reusable fabrics that are not nonwoven will occur very slowly.” Cost remains a huge factor when it comes to developing nonwovens and with the implementation of OSHA (Occupational Safety and Health Administration) laws, came many new standards for hospitals. “Basically what we saw was a spike in demand while all the facilities took steps to fill their cupboards with disposables, and then sales returned to a more normal level,” said JM’s Mr. Granger, regarding the action many medical and dental facilities took in response to OSHA’s standards. OSHA regulations called for employers to provide protective equipment for their workers, mandating that nonwovens used is hospital and healthcare facilities have better barrier protection while still offering comfort. “Air flow and moisture vapor transmission are what makes a garment comfortable, but with air flow also comes bacteria. Wherever air molecules can flow through the fabric means that there is a risk that bacteria can also penetrate the fabric. There continues to be growth in the use of composites, especially nonwovens matched with specialty films, to provide comfort and barrier protection, but there is always a cost-price pressure,” said Mr. Granger. Carolyn Green, vice president of sales and marketing at Precision Fabrics Group, (PFG) Greensboro, NC, believes nonwovens are growing in the international medical market but cost will be factor. “There is always a pressure with cost. Manufacturers are always trying to find better properties with a lower cost,” Ms. Green said. PFG, which is mostly involved in the composite market, is developing several new products for its medical division and is currently a leading innovator of value-added nonwoven fabrics for the global medical products market, according to company executives. PFG targets a wide range of end uses encompassing products such as surgical gowns, drapes, masks, wound dressings and table covers. Orlandi’s Mr. Saldarini added, “Synthetic nonwovens are lint-free, pure and have more stable prices when compared to cotton, which usually sees prices jumping up and down. Synthetics tend to be more stable.” It is clear nonwovens have advantages for use in areas of the world where consumers can afford them. However, in developing countries where health standards are not as strongly enforced as they are in the U.S., the future of medical nonwovens is questionable. Serkan Gogus commercial director for Mogul Nonwovens, Baspinar, Gaziantep, Turkey, forsees a strong and quick growth for nonwovens in the medical market. “Nonwoven material is found nearly everywhere, in emergency, surgery and patient care,” Mr. Gogus said. Mogul is currently trying to develop its market outside of Turkey. “We expect to see growth in developing regions, such as the Far East, Eastern Europe and South America,” Mr. Gogus projected. “We are also introducing our new SMS fabrics, aside from our spunbonded fabrics.” The use of nonwovens in the medical markets of developing countries is expected to be much lower than the U.S. and other economically advantaged countries due to significantly less household income. “As countries move from third world status to second world, they begin to focus on medical issues,” said JM’s Mr. Granger “Health and sanitary issues are a big problem in these countries, but so are financial constraints. People in third world countries are making $200 a year so they are going to have trouble affording one sanitary product that costs four dollars.” “Western Europe and Japan have higher growth rates than the U.S. market (in the 5-10% range) while Asia, Eastern Europe, South America and the Middle East are growing even more rapidly. Education on the clinical and economic benefits of nonwovens directed at health officials and practitioners in these regions result in increasing demand,” said BBA’s Mr. Dunleavy. The medical nonwovens industry in the U.S. has remained relatively mature, according to Mr. Dunleavy. “The U.S. market is growing at 1-2% annually. Growth is driven by increases in surgical procedures stemming from our aging population, which is offset by a reduction in nonwovens used per procedure resulting from advances in surgical technology and less invasive techniques,” Mr. Dunleavy explained. Hangzhou’s Mr. Tao believes that nonwovens are growing very quickly in China. “Along with the continuous growth of the national economy, China is going to establish an integrated system of medical treatment and healthcare step by step to upgrade people’s health and improve the instruments used in medical treatments continuously,” said Hangzhou’s Mr. Tao. Spunlace Comes In First Manufacturers all seem to agree that one of the most preferred nonwovens technologies used in the medical market is spunlaced. “Spunlaced is really used most often, especially in surgical rooms or anything that involves direct contact with the skin,” said Mr. Saldarini. Additionally, the absence of chemical treatment in spunlaced material makes it a fabric often favored in the medical market. JM’s Mr. Granger agreed. “Spunlaced and SMS are most commonly used because they are the most fabric-like. It’s a combination of barrier protection and comfort,” he said. Spunlaced nonwovens are made by entangling polyester fibers with a layer of wood pulp, whereas SMS materials feature a composite of three layers—spunlace, meltblown and spunbonded—normally using a polypropylene resin and then being stacked together. BBA’s Mr. Dunleavy said that nonwovens are suitable in protective medical devices for a variety of reasons. “Suitability depends on end use application, as nonwovens can be designed to be absorbent or repellent, breathable or impervious, with film lamination or soft and stiff,” Mr. Dunleavy said. “Spunlace is most suitable because there are no chemicals used during the hydroentanglement production process and it makes it very hygienic and sanitary. Spunlace is soft and the surface will not become damaged,” Hangzhou’s Mr. Tao said. “Spunlaced nonwovens can produce both light and heavy weight products with different degrees of softness,” commented David Farrar, managing director of BFF Nonwovens, Bridgwater, Somerset, U.K. BFF fabrics go into swabs, fixation tapes, non-adherent dressings, disposable drapes, surgical gowns, ostomy bag components and wipes. But spunlace is not the only nonwoven technology finding application in the medical market. For instance, BBA Nonwovens uses several different technologies to manufacture fabrics for the medical market, including high barrier SMS fabrics for surgical gowns, drapes and CSR wrap applications. Additionally, spunbonded fabrics are used more for non-sterile apparel and laminate structures and wetlaid fabrics are used more for disposable linens. Johns Manville uses spunbonded polyester, meltblown polypropylene and polyester to produce its nonwovens for the medical market. Innovations Underway Bacteria control must also be considered when producing a nonwoven, especially one that is going to be used in the medical market. Foss Manufacturing, Hampton, NH, has recently introduced a new antimicrobial line to assist in preventing bacteria from growing. “Fosshield Antimicrobial Technologies” effectively guards against the growth of a broad spectrum of odor-causing destructive bacteria, mold and mildew. With its added level of product protection, Fosshield fiber allows for applications across a wide range of products that are vulnerable to the effects of bacterial degradation, including bed linens, towels and wound care. The new antimicrobial technology is derived from an allnatural, silver-based inorganic composition. Silver, one of the oldest known antimicrobial agents, has been proven effective in protecting fibers and fabrics from a broad spectrum of destructive and odor-causing bacteria, mold and mildew, according to company executives. Fosshield uses a proprietary patented process developed by Foss for incorporating the advanced silver-based agent into the bicomponent (two polymers/additives) and binder (adhesive) fibers of fabrics. A continual delivery system ensures the slow release of silver. The result is a fabric that maintains efficiency of its antimicrobial protection for the longevity of the product and can withstand multiple launderings. There are several other new Fosshield products currently under development that are intended for use in the medical industry for mattress pads, pillows and hospital scrubs. Among the latest developments from Hangzhou are improved plaster substrates. “We have plaster nonwoven substrates that have high blood-absorbency and are soft,” Mr Tao said. “Our new plaster substrates offer a different spunlaced fabric structure that offers more comfort.” Nonwovens sometimes need to receive a chemical treatment to prevent water, blood or bacteria from seeping through the fabric. Chemical treatments applied to nonwovens can range from a water repellent substance to a film. According to INDA surface treatments adapted or borrowed directly from traditional textile, paper or plastic finishing technologies are used to enhance fabric performance or aesthetic properties. Examples of performance properties are moisture transport, absorbency or repellency, flame retardancy and abrasion resistance. Fabric finishing is either chemical, mechanical or thermal-mechanical; chemical finishing allows for dyestuffs, pigments or chemical coating applications on fibers. Disposables Forecast Bright Manufacturers agree that the future of nonwovens looks promising, if certain obstacles are addressed during production. “The future of nonwovens looks bright as markets move more toward disposable products. As new treatments and methods of care are developed, the possibilities for the use of nonwovens can only improve,” said BFF’s Mr. Farrar. However, Mr. Farrar also noted that people may be unwilling to switch products if something they use already works well. Additionally, many medical products have a long development time, which can be difficult to overcome. The flexibility of nonwovens remains a key characteristic as the future of nonwovens in the medical market is speculated. “Nonwovens will continue to adapt to meeting the changing needs of the medical market, be it in the structure or composition of the nonwoven itself or in combination with other materials or with post treatments,” BBA’s Mr. Dunleavy projected. “Flexibility and adaptability at low costs will contribute to its success. The wide variety of technologies and fibers enables nonwovens to be engineered to meet the specific needs of each different end use application.” Nonwovens manufacturers agree that nonwovens will see success in the future with the development of newer and hi-tech materials in the medical market. “Factors that will bring success to nonwovens in the medical market also involve medicine, new-type and higher-tech materials, which will support their development,” said Mr. Tao. To achieve this growth, nonwovens have several obstacles to overcome. “The low-speed development of the fiber industry may limit the developing speed of nonwovens for medical products. Also, the degree of acknowledgement and understanding about nonwovens for medical products in different countries will limit their popularization and applications as well as development of nonwoven medical products in such countries,” Mr. Tao said. Most manufacturers agree that nonwovens are key when it comes to the medical market. The main cloud that still lingers overhead is the question of what becomes of the disposable after it is thrown away. “The waste treatment after usage will bring certain pressure to society and the environment due to the increased use of disposable nonwovens,” offered Mr. Tao. With manufacturers busy developing new products, they just might discover a solution with disposables p76 /sIV –6 Application of Geotextiles and Vegetative Reclamation for the Stabilization and Erosion control of the Overburden Dump Abhay Kumar Singh, T.B. Singh, P.K. Singh & B.K. Tewary Central Mining Research Institute, Barwa Road, Dhanbad – 826 001 Excavation of mineral by opencast mining method involves the removal of overlying soil and rock debris as overburden, which are dumped nearby. These overburden dumps modify the land topography, affects the drainage systems, prevent the natural succession of plant growth resulting an acute problems of soil erosion and environmental pollution. During rainy storms, the surplus water flowing down the sloping surface of the dump remove soil particles from large areas and causing formation of closely spaced rills, which may form wider gullies in advance stage of erosion. Such erosion processes may bring instability to the dumps. Gully erosion is most difficult and expensive to control. Some sheet and rill erosion is inevitable, but if proper care is taken, gully erosion can be avoided. Application of new generation geotextile with special design features could be an effective alternate to provide solution for erosion problems and speed up the vegetation process. Geotextile like jute, coir and other natural geotextile are effective environmental friendly and biodegradable. Natural geotextile is the effective tools for erosion control and providing soil stabilization as well as environment for natural vegetation. It decays too slowly and supports the fertility status of the soil as nutrient and natural vegetation. An attempt has been made to study on the application of natural geotextiles and vegetative reclamation as effective method for erosion control, stabilization and vegetation of mine overburden dumps. Home Back These relatively new materials have become indispensable for many EC applications. By Lynn Merrill Mention the need to use a geosynthetic on your next project, and you might have opened the gateway to the amazing and sometimes confusing array of products that can perform a wide variety of engineering functions at your project site. The challenge is to understand which products perform what functions in order to pick the right one. Some products are designed to retain soils in place; others allow waters to flow through while reducing the amount of silt in the water flow. Some are designed to prevent any water flow, while still others help direct water through the site to minimize erosion. Understanding the needs at the site, the soil characteristics, and the desired outcome all will help in the selection process. A Geosynthetic for Every Application Geosynthetics are a broad class of materials designed primarily for use in engineered earth applications. These materials are used in locations where biodegradation could be a problem and in situations in which the inherent strength and durability of the material are useful. Most geosynthetic materials used in EC applications are made of plastic, nylon, or other synthetic materials and may contain other chemical components added to create certain physical characteristics. Geosynthetic materials are divided into several different subcategories: Geomembranes. On a dollar-for-dollar basis, geomembranes are probably the largest category of geosynthetics. According to the Geosynthetic Research Institute (GRI), geomembranes are "impervious thin sheets of rubber or plastic material used primarily for linings and covers of liquid- or solid-storage facilities." GRI notes that although "nothing is strictly impermeable," when compared with competing materials such as natural or amended clay–substances with an impermeability of 10-7 cubic meters per second (m3/s)–geomembranes offer a much smaller diffusion permeability of 10-11 to 10-13 m3/s and are considered relatively impermeable. There are more than 30 different engineering applications for geomembranes, and these applications often are used in EC applications to line catch basins and settling ponds. Geotextiles. Geotextiles are the second largest category of geosynthetic products. Classified as textiles because of their fabriclike consistency, geotextiles consist of synthetic fibers, which are highly resistant to degradation when in contact with soil or water. Both woven and nonwoven geotextiles are manufactured. Both are porous to water flow both across and through the sheet, although the density of the weave or matting determines the porosity through the fabric. According to the GRI, at least 80 specific applications have been identified for this group of products, and determining the specific needs of the site can help determine the appropriate product. Geogrids. Unlike geotextiles, geogrids contain relatively large open spaces. Geogrids are used primarily for reinforcement, such as for soil reinforcement in the construction of retaining walls. This segment of the industry is rapidly growing, with at least 25 different applications already identified. Other geosynthetic categories include geonets or geospacers, designed to move water through a drainage area, and geosynthetic clay liners, impervious products consisting of clay sandwiched between layers of geotextile or geomembrane. These geosynthetic materials often are used at landfill sites or to prevent fluid infiltration into adjacent soils. As geosynthetic materials find new applications, geocomposites are often created, either by combining more than one geosynthetic product–a geogrid and geotextile, for example–or by combining a geosynthetic with another type of material. By combining the different products together, it is possible to create synergisms and reduce the need to use individual products to achieve the desired results. Geosynthetics, a growing area of research within the industry, produces new products and applications– designed to meet unique engineering needs–on a continuous basis. Deciding What You Need It to Do Each subcategory of geosynthetic products is designed to perform a specific function. To select the right product, it is important to understand the product’s function or functions and the physical characteristics needed to meet those functions. Product functions can include separation, reinforcement, filtration, drainage, and creation of a moisture barrier. Separation. It is sometimes desirable to maintain a physical separation between two dissimilar materials to maximize the physical Geosynthetics are often used to reinforce attributes of each of those materials. For plant roots. example, in drainage systems, it is necessary to prevent fine soils from filling the voids in a rock base, otherwise the drainage system becomes clogged and ineffective over time. Yet it is important to allow water to pass between the soil and the drainage system. In other applications, it is desirable to prevent any water from coming into contact with the soil, so an impervious separation surface is required. The selection of an appropriate product to achieve a physical separation is determined, therefore, by the desired outcome. Reinforcement. The physical characteristics of soils, especially on slopes resulting from cuts and fill activities, create an opportunity for soil to go where you don’t want it to go. Geosynthetic products can help to strengthen the soil face and to increase the soil’s ability to stay put. As a result, slopes are stabilized either temporarily or permanently, and creep stops or at least diminishes. Also, geosynthetics can be used either to prevent water from permeating a slope or to control the amount of infiltration that occurs during various rain events. Filtration. Often it is necessary to filter out fine soil particles that are in suspension as a result of severe rain events at a site. The size of the particles, the flow rate of the water, and the physical location of the filter may determine the types of products that are appropriate. Products used as silt curtains in a flowing waterway require higher strengths to reduce failure than products used to contain occasional runoff from a construction site. Drainage. In some locations, water must be removed from a location–such as a building foundation–quickly, or flow must be directed from the face of a slope to a channel or pipe to reduce sheet erosion. In these applications, a product that has a relatively low permeability and high resistance to abrasive materials–or that has the ability to redirect water along a desired path–is necessary. Moisture Barrier. In some locations, it is important to prevent moisture from reaching certain materials, such as wood along a foundation. Although not directly applicable to erosion control, such features might be desirable in sensitive locations. Engineering a Solution Once it’s clear what function the geosynthetic material must perform, it is then necessary to determine the actual product or combination of products that meet the required application. It’s also necessary to consider the physical configuration of the site, soil type, and expected flow rates of water over the soil requiring protection. For most applications relating to highways and roads, the American Association of State Highway and Transportation Officials (AASHTO) has developed guidelines that have been adopted by the United States Department of Transportation of a substantial number of states. "These guidelines were set up as a joint effort between the AASHTO organization, the highway officials, and the geosynthetics industry," states Steve Walker, a consultant with Hancor Inc. in Findlay, OH. "There are classifications, based on the difficulty of the construction site itself and the mechanical stresses to which the material would be exposed during installation." According to Walker, a major motivation behind establishing these classifications had to do with recognizing the damage that could occur during the course of the installation. "The industry found out over the years that installation damage is a real key factor with these products," he explains. "They have to remain intact during the installation process. For example, in an erosion control application, you have to make certain that the surface is very clear of significant stones, roots, and debris. It has to be as smooth as possible and free of depressions or holes in the soil surface. One of the key things you are trying to accomplish in erosion control applications is to make certain that the geotextile is in intimate contact with the soil itself so that it can function and do its job. Once it’s installed in place, bedding stone will be placed over the top; these materials have to be placed very carefully. It’s very easy to drop stone and rock on top of geotextiles and damage them. So we have to observe some guidelines." Despite the focus on the AASHTO guidelines, actual requirements vary from state to state, says Jay Wilson, a technical services engineer for Linq Industrial Fabrics Inc. in Summerville, SC. "A lot of states have gone into their own testing applications, depending on the problems they may have had in the past." Often, states have their own sets of acceptable products for certain applications on highway projects. "The engineer will specify by the state standards something on their approved products list for a [specific type of] erosion control," explains Wilson. "The contractor knows right off what he’s got. But with private jobs, we run into a lot of specifications that just don’t make sense for the job or are from something really outdated." Standard formulas and published information, such as the Universal Soil Loss Equation, can be used to calculate the expected erosion; this information might also form the basis for designing a solution, notes Richard Goodrum of Colbond in Enka, NC. "You can pretty much stick in numbers available to designers to come up with an answer," he claims. "But they only are used as a general rule of thumb. For channels, we recommend a designer follow the procedures set forth in Highway Engineering Circular 15 that’s published by the Federal Highway Administration. In there are stepby-step procedures. Then you compare [that result] to what you are expecting in the channel with what is permissible." Goodrum’s company plans to release software that helps designers calculate solutions for slopes and channels after entering the slope geometry and other parameters. Applications in the Field Once the desired application has been determined, the engineering has been performed, and the products have been identified, the challenge is to install the geosynthetics properly in the field. The best engineering in the world will fail if the products are installed improperly or if the materials are damaged during installation. To minimize these possibilities and to get the best results, it is desirable to use contractors who have experience installing the products and can make appropriate adjustments based on what they see in the field. Silt Fences. One common EC application for geotextiles is in silt fencing to control sediment runoff, as from a construction site. Geotextiles are ideally suited for this application because of their ability to filter suspended soils from the flow. The design and installation of these fences are a function of the expected flow rates off the site. A recent project involving silt fence installation at a newly constructed school in Washington, DC, presented a challenge for Bruce Burgess, owner of J&B Fabricators in Arnold, MD. The project demonstrates how important it is to hire people who understand the actual dynamics and proper installation of geosynthetics. "Part of the business that I like and is the most rewarding is when someone has a problem," affirms Burgess. "They call us up and say, ‘What can we do here to make this work?’" In the school project, the original design called for standard silt fencing, which consisted of geotextile anchored to standard stakes. The project site contained steep slopes, however, so Burgess recommended a product that his company fabricates from geotextiles called Super Silt Fence. This product consists of 42-in.-high chain link fencing faced with 45-in. silt fence fabric with a 20-40 open mesh. The fabric is buried in an 8- to 10-in. trench along the foot, creating a strong, effective fence. Nature, however, stepped into the picture before the EC system could be installed. "They had a 7-inch rain in a three-and-a-half—hour period," Burgess reports. "It rained so violently that it took some of the material that had just been excavated the day before and moved it almost 500 feet into a backyard. It did about $8,000 worth of damage to two residences from the sheet flow. We went in and recommended they put in an extra layer of Super Silt Fence. This particular job was very complex in that it ended up being over a half-mile of fence and through a lot of difficult conditions. It was a step up from the original design, which didn’t take into account how steep the slopes were and the fact that we have heavy summertime rains." Such control measures must remain in place until the regulatory agencies are satisfied that permanent EC measures are in place and that the project has been successfully stabilized. The long-term durability of geosynthetic fabrics in such settings is particularly advantageous. "It may take a year or two," admits Burgess. "We are removing sediment control measures from a job today that we installed over a year and a half ago. It was a very difficult site with a lot of retaining walls and steep slopes." Burgess recognizes that the cost of installing geosynthetics at a job site can result in the use of substandard products that won’t perform. "Substandard silt fences are being distributed by people that are trying to make a buck and not paying attention to the real problems that exist," he protests. "It’s easy to put in a very cheap fence out there. But that’s not the point. The point is that we’re trying to protect the environment and trying to do the job right. When someone buys that material, they are doing a disservice to the entire industry and to the whole cause of sediment erosion control. There’s not enough enforcement." Riprap Installations. The installation of geotextiles under riprap is another common application, but the potential for damage is great during installation. A variety of factors must be considered, says Billy Egan of Engineered Fabrics Specialists in Norcross, GA. "Instead of just putting riprap down on bare soils where the first couple of rains will cause some of the loose settlement under the riprap to wash out, they are requiring geotextiles that keep all the fine soil particles in place and let the water run out of the riprap," he explains. Selecting the right fabric to withstand the rigors of the installation process is critical to success. "It’s important that the fabric be designed and selected to withstand the construction damage," maintains Egan. "That depends on the size of the riprap, the angularity, and the height from which the riprap is dropped from a backhoe or a loader bucket. All of these are considerations that the design engineer should make to ensure that the fabric is not ripped during the installation process." The design engineer, a technical consultant, or the contractor might drive those decisions, but the vendor’s experiences will help direct the right choice. Egan expects more regulations for EC applications in the future–regulations that will fuel the development of new geosynthetic products or applications. "As they raise the education of people in the business–developers and contractors–about the things that are available to them and the different techniques they can use in the staging of projects, we’re going to see new products entering the market that try to counter the effects of stormwater pollution. Not too many years ago, there were people that did this as a sideline business. Now there are businesses for that purpose only–to provide products or services that prevent the problem from happening as opposed to trying to fix it after it’s happened." Turbidity Curtains. Geotextiles can be installed in a flowing stream or waterway to contain any silt that actually enters the waterways. Similar to silt fences, these particular installations require additional strength because of the continual forces of the flowing water against the material. The typical turbidity curtain may consist of a flotation device installed along the top edge of the fabric, and a weight is installed along the bottom edge to keep the material in place along the streambed. "A turbidity curtain is basically a silt fence in water only," explains Kevin Oneill, owner of GEOTK in Vancouver, WA. "You can’t pound stakes deep enough, so we put a cable under the float so that you can take some runners off that cable to keep it in place. Water really doesn’t go through it. We almost always do this in a half moon around the project site. It redirects the flow around the project site, and then the water that’s on the inside can’t get out. Water can transfer both ways, but these fabrics we make it out of are pretty fine. By the time they have worked for a while, they actually are pretty well clogged up so they can become an impermeable barrier." Sediment Retention Bags. Another geosynthetic textile application involves the use of sediment retention bags–in essence, a large filtering bag. "Those can be anywhere from 15 to 20 feet wide and 50 to 100 feet long," points out Oneill. The bags are often used in places where the contractor has not yet constructed a retention pond and has had a rain event. "They’ll find a place where they can collect most of the muddy water and a place to release it. We size the bag according to the time that they need to run this and the amount of flow they are going to put through the bag. If they end up with a small reservoir of extremely muddy water that they somehow have to clean up, they’ll just pump it out of that settlement area through the bag." Once the bags have been used, their size and the layer of silt collected make removal difficult, so Oneill usually tries to locate these retention bags in places where they can be incorporated into another use. "We try to place the bag in an area that might end up with a roadway over it so that it can just stay in place," he asserts. "The amount of silt in it, even if it’s pretty well used up, will only be 2 to 3 inches throughout the bag. They are very hard to haul off. We can either cut the top open, take that fabric away, and leave the silt in place or have it placed where it’s going to be buried and not disturbed." The Industry Is on Solid Ground Oneill notes that the industry as a whole is settling down. "Cost is becoming quite an issue, and I think the agencies are going to demand better erosion control," he observes. "The best way to control erosion is to keep it on the slope or on the ground. Don’t allow the soil to move. There’s been a lot of energy put into trying to control it once it’s in the water or flowing over the land in water. Once you’ve reached that point, you’ve lost the battle." He sees a movement toward an integrated approach, one that uses the various features and properties of each class of geosynthetics to maximize the total EC package at a site. "If you’re doing your job up the slope, the catch basin insert will last a long time, but when you’re trying to use it as an end-all, it doesn’t work. And all of these products are available, developed, and ready to go. It’s basically back to the basics of getting the slopes covered and planning the erosion control before the problem happens. As much as erosion control has gone forward, it’s still not being used to its potential." Lynn Merrill is director of public services for the City of San Bernardino, CA. Search | Subscribe | About | News | Advertise | Register | Services | Calendar Glossary | Contact Us | Current Issues | Back Issues | ForesterPress Copyright 2001-2002 FORESTER COMMUNICATIONS, Inc. P.O. Box 3100 * Santa Barbara, CA 93130 * 805-682-1300 Erosion Control Product Charts Your Slope Design Criteria: Slope Gradient: < = 5.0:1.0 Required functional longevity of RECP: > 3 months and < = 12 m Recommended RECP: ECTC Type 2a Short Term Degradables Short term degradable RECPs consist of mulch control nettings (MC weave textiles (OWTs) designed to control erosion and enhance veg for up to 12 months. Product Name Product Manufacturer RECP Type1 Composition No. of Net type2 nets Eco-Jute® Belton Industries, Inc. OWT GeoJute® Belton Industries, Inc. OWT GeoJute Belton Industries, Inc. OWT Stabilizer® ECS STD Erosion Control Systems ECB Straw ECS STD Erosion Control Systems ECB Excelsior S 31 ErosionControlBlanket.com ECB S75 ™ North American Green ECB S75BN ™ North American Green ECB FUTERRA® Landlok® ENS1® Landlok® S1 Matrix Jute Jute Jute 1 Synthetic Straw 1 Synthetic Excelsior 1 Synthetic 1 Synthetic 1 Organic Straw Straw Straw Wood / Synthetic Polypropylen Profile Products LLC ECB SI Geosolutions ECB 1 Organic Straw SI Geosolutions ECB 1 Synthetic Straw Landlok® 407 GR/GT ERO-MAT® V75S (SD) ERO-MAT® V75EX (SD) R-1RG SR-1 Premier Straw Blanket® Curlex® Excelsior Blanket SI Geosolutions OWT NA NA NA Verdyol Plant Research ECB 1 Synthetic Straw Verdyol Plant Research ECB 1 Synthetic Excelsior Western Excelsior Western Excelsior ECB ECB American Excelsior Co ECB American Excelsior Co ECB 1 Synthetic Excelsior 1 Synthetic Straw Synthetic 1 or Straw Organic Synthetic 100% Aspe 1 or Excelsior Organic This table consists of product/s each manufacturer typically recommends for the a convenient website link provided will take you to the manufacturer's website wher and specific design data. 1 RECP Types: ECB = Erosion Control Blanket OWT = Open Weave Textile MCN = Mulch Control Net 2 Synthetic or organic netting 3 Note: Functional longevities discussed herein are offered for guidance purposes o based on site and/or climatic conditions. The RECP manufacturer can assist you in based on the climate the material will be used in. Disclaimer: This chart contains only general recommendations for the use of comm products (RECPs) and must not be used for actual product selection without consid The manufacturer of the product listed has provided all performance values shown by independent test data. The ECTC and its members accept no liability for misuse data and design procedures for the products listed, along with detailed recommend click on the hotlink to the product manufacturer's web site or contact the supplier Top of Page About ECTC | Directing Members | Associate Members | Links | Co What are RECPs? | Uses & Results | Product Information | Testin Specification Guidelines | Resource Center | Members © 1998-2002 by Erosion Control Technology Council. All Rights Reserved. Text, graphics, images, and HTML cod may not be copied, reprinted, published, translated, hosted, or otherwise distributed by any means without ex contact michael@cybertizing.com. Erosion Control Technology Council Laurie Honnigford, Exec. Director P.O. Box 18012 St. Paul, MN 55118 (651) 554-1895 (651) 450-6167 fax info@ectc.org Designed Rolled Erosion Control Products (RECP) 2002-2003 NTPEP Application for Bench-Scale Testing ~~~1st CYCLE DEADLINE EXTENDED TO JAN. 15, 2003~~~ (Source: ECTC) The enormous problem of uncontrolled soil movement b control industry. The magitude of the problem is often overlooked by those unfam example, sediment the by-product of erosion) accounts for more than two-thirds o Annual spending in the U.S. for mitigation of erosion and sedimentation is estima . . The erosion control industry consists of a broad range of diverse professions and blanket manufacturers, consulting engineers, landscapers and even earth moving interrelated segments of this market. This army of professionals have two objectiv the trapping of sediment before it enters the waterways.. . One of the most rapidly growing and "high tech" segments within the industry has been the erosion control mat and bla (i.e. mats and blankets) were first used in the form of jute mattings imported from Asia, but have quickly evolved to inclu products. As the demand for mats and blankets grew, several different products were developed utilizing varying comp products work in conjunction with vegetation to form a biocomposite solution to erosion control problems. The mat and blending the professional disiplines of engineering (mat and blanket products, channel hydraulics, etc.), agronomics, an variety of product types together with the blending of professional diciplines has led this segment of the industry to "sel rolled erosion control products. -NTPEP- Chair: Peter Kemp, Wisconsin DOT Vice Chair: Steve Hall, Tennessee DOT EROSION CONTROL PRODUCTS PROJECT PANEL A BRIEF HISTORY OF THIS PROGRAM PROJECT WORK PLAN BENCH-SCALE TEST METHODS SUBMIT A PRODUCT (2003 CYCLE) INDUSTRY RESOURCES EROSION CONTROL PRODUCTS PROJECT PANEL -- The NTPEP Project Panel is the working group charged Work Plan, for testing of a particular product, material or device. The Project Panel convenes at least annually, in conju Project Panel membership may range from six to ten AASHTO members, and up to two Industry members assigned by NAME ORGANIZATION Peter Kemp (Chairman) Wisconsin DOT Steve Hall (Vice Chairman) Tennessee DOT Tony Johnson (Industry Member) American Excelsior Company Tim Lancaster (Industry Member) North American Green, Inc. 1 2 3 4 5 6 A BRIEF HISTORY -- In 1998, the NTPEP Oversight Committee determined that NTPEP should consider conduct "erosion control products." Their initial discussion revolved around the different types of erosion control products. It was Products (RECP)" should be evaluated first, since they are widely used by state and local DOTs. After considerable debate the NTPEP Oversight Committee decided to consider adopting large-scale test results, simil Transportation Institute (TTI) erosion control lab. Around the same time, the NTPEP Oversight Committee became awa vis the Erosion Control Technology Council (ECTC). At the time, so-called "bench-scale performance index tests" were guidelines were gaining credibility within the industry, AASHTO/NTPEP monitored the activity in hope that it would serv prequalification testing. In early 2002, a dialogue sparked between the NTPEP Oversight Committee's Project Panel on rolled erosion control p Technology Council (ECTC). From that synergy, at the NTPEP2002 Annual (National) Meeting, AASHTO and ECTC si government and industry dialogue. With encouragement from Industry, the NTPEP Oversight Committee pursued research funding for a study on "Correla Testing of RECPs." The NCHRP 20-7 Task Force commissioned the study in April 2001. This research study begins w initally participating manufacturers are included in the NCHRP correlation research study. Traditionally, AASHTO contracts with State DOTs (AASHTO Members) to conduct lab and field evaluation on behalf of Plan calls for recently developed test methods, there are no state DOT labs conducting such tests. Generally, State DO testing at the scale conducted under auspices of NTPEP; for this reason, AASHTO/NTPEP has contracted with a priva (Austin, Texas) to conduct testing on behalf of the association. As the program grows and demand warrants, additional AASHTO/NTPEP. -NTPEP- PROJECT WORK PLAN -- NTPEP tests products according to a Project Work Plan, which describes the laborator the evaluation. The Project Work Plan is a consensus-based document, and includes peer review and input from indus adopted after receiving at least two-thirds affirmative support from 52 AASHTO member states. The Project Work Plan testing and evaluation. When implemented by state DOTs, their own state standard specifications may supersede the N to be aware of state-level requirements, which may supersede basic NTPEP testing. PROJECT WORK PLAN Project Work Plan for Laboratory Evaluation of Rolled Erosion Control Products (RECP) [8 pages, 29 KB] BENCH-SCALE TEST METHODS -- The NTPEP program refers to so-called "bench-scale" test methods as devel Council (ECTC). These test methods assess index properties for RECPs. The NTPEP Project Panel on RECP decided product prequalification. The alternative approach was to test against "large-scale testing", which can be quite costly. B RECPs, the NTPEP Oversight Committee commissioned an NCHRP (National Cooperative Highway Research Progra scale and large scale testing." That project is now underway. TEST METHOD ECTC Test Method 2 (Draft) "Standard Test Method for DETERMINATION OF ROLLED EROSION CONTROL PRODUCT (RECP) PERFORMANCE IN PROTECTING SOIL FROM RAINSPLASH" ECTC Test Method 3 (Draft) "Standard Test Method for DETERMINATION OF ROLLED EROSION CONTROL PRODUCT (RECP) PERFORMANCE UNDER FLOW INDUCED SHEAR STRESS" ECTC Test Method 4 (Draft) "Standard Test Method for DETERMINATION OF ROLLED EROSION CONTROL PRODUCT (RECP) PERFORMANCE IN ENCOURAGING SEED GERMINATION AND PLANT GROWTH" Memorandum on "A Standard Vegetated Condition" SUBMIT A PRODUCT -- NTPEP has introduced partial electronic application for its Rolled Erosion Control Products (R applications on a rolling basis with pre-established deadlines for submitting to a particular cycle of testing. These deadl OCTOBER 15th and DECEMBER 15th. . . . [OPTION 1] -- Electronic Application with PDF e-Forms,OPTION 1 requires the freely available Adobe Acrobat Read drive, purchase "Acrobat Approval" from Adobe.) DOCUMENT Invitation to Participate in NTPEP-Coordinated Evaluation on RECP (1 page) "Sample Requirements, Technical Approach and Fee Schedule" (7 pages, 55 KB) "PRODUCT EVALUATION FORM (PEF)" (1 page, 490 KB) "Fee Calculation Schedule" (1 page, 28 KB) . . . . [OPTION 2] -- Fax-on-Demand Application, . . . . Request Application by e-mail (provide your name, company and fax number) . . . INDUSTRY RESOURCES Erosion Control Technology Council (ECTC) U.S. Dept. of Energy, NEPA Policy and Compliance FHWA, Office of Bridge Hydraulics FHWA, Office of Research and Technology WisDOT, Erosion Control Product PAL . . . . <SUBMIT A RESOURCE LINK> Telephone: 412-647-3555 Fax: 412-624-3184 ARTIFICIAL ORGAN RESEARCH FINDINGS PRESENTED BY UNIVERSITY OF PITTSBURGH RESEARCHERS McGowan Institute for Regenerative Medicine faculty present work at American Society for Artificial Internal Organs and International Society for Artificial Organs joint meeting WASHINGTON, June 18, 2003 - The clinical and basic science findings of more than a dozen studies are being presented by researchers from the University of Pittsburgh's McGowan Institute for Regenerative Medicine at a joint meeting of the American Society for Artificial Internal Organs and the International Society for Artificial Organs. Scientific sessions take place June 18 to 21 at the Hilton Washington. Among these findings are: Success reported in growing functioning liver tissue in a bioreactor Growing functioning liver tissue in a fist-sized device that works in a way similar to kidney dialysis has kept patients in liver failure alive until donor organs have become available, according to Jörg Gerlach, M.D., Ph.D., professor of surgery at the University of Pittsburgh School of Medicine. "We have treated eight patients in acute liver failure - some of whom were in a coma - who were able to be bridged to transplant," said Dr. Gerlach, who also is a faculty member of the university's McGowan Institute. Dr. Gerlach and his colleagues have been able to grow functioning liver tissue from human liver stem cells derived from organs that had been deemed unsuitable for transplant because of damage or underlying disease. Such cells have been shown to proliferate and form liver-like tissues in bioreactors, and persist in culture for many weeks. About 25 million Americans - one in 10 - have liver disease, according to the American Liver Foundation. More than 43,000 people die of liver disease yearly. Annual hospitalization costs exceed $8 billion. Dr. Gerlach's bioreactor could have an impact for the sickest of these patients, who often do not survive the wait for transplantation or become too sick to qualify for a transplant. These findings are being presented in a poster session beginning Thursday, June 19. Tissue-engineered materials continue to show promise as treatment for heart defects Research on tissue-engineered materials continue to show promise as a treatment for heart defects, reports William Wagner, Ph.D., associate professor of surgery and bioengineering at the University of Pittsburgh School of Medicine and a deputy director of the McGowan Institute. Researchers in Dr. Wagner's laboratory have developed a novel, flexible and biodegradable material based on a specialized polymer that is porous to encourage the infiltration and growth of cells. This "cardiac patch" was tested in the repair of defects in adult rats. After four weeks, the patches and nearby tissue were studied for evidence of inflammation, scarring and proper cell growth. Results show encouraging levels of repair and cell regeneration with minimal signs of inflammation. "Future application of this material as a cellular scaffold in cardiovascular tissue engineering appears promising," Dr. Wagner said. This work is scheduled for presentation on Saturday, June 21. Invited lecture, symposium feature McGowan faculty Also scheduled are discussions featuring David Vorp, Ph.D., associate professor in the departments of surgery and bioengineering at the University of Pittsburgh School of Medicine, and William Federspiel, Ph.D., associate professor of chemical engineering at the University of Pittsburgh. Dr. Vorp, who also is director of the Vascular Biomechanics and Vascular Tissue Engineering Research laboratories at the McGowan Institute, was invited to present an overview as well as new data on "Tissue Engineered Blood Vessels" beginning at 1 p.m., Thursday, June 19. Dr. Vorp and his colleagues are working to create functioning blood vessels by using adult-derived stem cells from bone marrow. He will discuss current research on this effort, including evidence of the use of mechanical stress to guide the differentiation of stem cells into vascular cells. Dr. Federspiel, who is director of the McGowan Institute's Artificial Lung laboratory, is one of five panelists taking part in a symposium session on "Artificial Lung and Gas Exchange," beginning at 1 p.m., Friday, June 20. Dr. Federspiel is chief bioengineer on a project to develop the Hattler Respiratory Catheter, an artificial lung designed to support damaged or diseased lungs on a temporary basis during healing. The device is undergoing extensive testing in animal models and is being developed commercially by a spin-off company, ALung Technologies Inc. Late last year, Pittsburgh researchers partnered with U.S. Army scientists on a project to evaluate the merit of the device for use in battlefield medicine - particularly as a possible treatment for lung injuries sustained in biochemical attacks. That collaboration continues at the Brooke Army Medical Center in San Antonio, a major training center for combat physicians. "The development of artificial organ systems is a vital part of what the McGowan Institute does," said Alan J. Russell, Ph.D., director of the McGowan Institute for Regenerative Medicine. "Advances in research that are made in Pittsburgh every day have the potential to affect lasting change on the future treatment of many disorders, including heart disease, diabetes, Parkinson's disease, stroke, cystic fibrosis and muscular dystrophy." Established by the University of Pittsburgh School of Medicine and the University of Pittsburgh Medical Center, the McGowan Institute of Regenerative Medicine has a broad mission to develop a premier facility for clinical care, teaching and research in regenerative medicine, including organ and tissue engineering, artificial organs and cellular and other regenerative therapies. The institute is named for the late William G. McGowan, founder of MCI Communications, who underwent a successful heart transplant at the University of Pittsburgh Medical Center in 1987. He died in 1992. Members of the American Society for Artificial Internal Organs represent more than 30 professional degree specialties working in government or academic institutions and industry in more than 40 countries. The mission of the International Society of Artificial Organs is to increase and encourage knowledge and research on artificial organs, to facilitate the international exchange of knowledge, and to educate its members in the improvement and optimal use of artificial organs. To read more news releases about artificial organs, please visit the News Bureau Artificial Organs Archives. Print-friendly version of news release (PDF file) To read the PDF files, Adobe Acrobat Reader software must be installed on your computer. Download a free version of Acrobat Reader. Web Site Terms of Use | E-mail Terms of Use | Medical Advice Disclaimer Copyright 2005 UPMC | Affiliated with the University of Pittsburgh Schools of the Health Sciences | Contact UPMC Medical Textile Structures: An Overview Bhupender S. Gupta From their first appearance as sutures more than 4000 years ago to their present use in products ranging from gowns and wound dressings to arterial and skin grafts, fibers and fabrics have been explored as potential materials for novel applications in medicine and surgery. This continuous interest has its basis in the unique properties of fibers—which in many respects resemble biological materials—and in their ability to be converted into a wide array of desired end products. Textile products for medical applications include such materials as woven and knitted polyester fabrics and PTFE felt and mesh. Photo: IMPRA This article will provide a brief introduction to polymer fibers, textiles, and related structures used in medicine and will discuss the principles governing the performance of these materials. Current product concerns and developmental activities will also be reviewed. Manufacturing Medical Fabrics Medical textile products are based on fabrics, of which there are four types: woven, knitted, braided, and nonwoven (see Figure 1). The first three of these are made from yarns, whereas the fourth can be made directly from fibers, or even from polymers. (Gore-Tex—based products or electrostatically spun materials from polyurethane are examples of products made directly from polymers.) There is, therefore, a hierarchy of structure: the performance of the final textile product is affected by the properties of polymers whose structures are modified at between two and four different levels of organization. Figure 1. Constituent elements of medical textile products. Of the many different types of polymers, only a few can be made into useful fibers. This is because a polymer must meet certain requirements before it can be successfully and efficiently converted into a fibrous product. Some of the most important of these requirements are: Polymer chains should be linear, long, and flexible. Side groups should be simple, small, or polar. Polymers should be dissolvable or meltable for extrusion. Chains should be capable of being oriented and crystallized. Common fiber-forming polymers include cellulosics (linen, cotton, rayon, acetate), proteins (wool, silk), polyamides, polyester (PET), olefins, vinyls, acrylics, polytetrafluoroethylene (PTFE), polyphenylene sulfide (PPS), aramids (Kevlar, Nomex), and polyurethanes (Lycra, Pellethane, Biomer). Each of these materials is unique in chemical structure and potential properties. For example, among the polyurethanes is an elastomeric material with high elongation and elastic recovery, whose properties nearly match those of elastin tissue fibers. This material—when extruded into fiber, fibrillar, or fabric form—derives its high elongation and elasticity from alternating patterns of crystalline hard units and noncrystalline soft units. Although several of the materials mentioned above are used in traditional textile as well as medical applications, various polymeric materials—both absorbable and nonabsorbable—have been developed specifically for use in medical products. Chemical structures of some of these materials are illustrated in Figure 2. Figure 2. Examples of fibrous materials developed for use in medicine. The reactivity of tissues in contact with fibrous structures varies among materials and is governed by both chemical and physical characteristics. Absorbable materials typically excite greater tissue reaction, a result of the nature of the absorption process itself. Among the available materials, some are absorbed faster (e.g., polyglycolic acid, polyglactin acid) and others more slowly (e.g., polyglyconate). Semiabsorbable materials such as cotton and silk generally cause less reaction, although the tissue response may continue for an extended time. Nonabsorbable materials (e.g., nylon, polyester, polypropylene) tend to be inert and to provoke the least reaction. To minimize tissue reaction, the use of catalysts and additives is carefully controlled in medical-grade products. Fibers. As discussed, of the many types of polymers, only a few can be made into useful fibers that can then be converted into textile products. To make fibers, polymers are extruded by wet, dry, or melt spinning and then processed to obtain the desired texture, shape, and size. Through careful control of morphology, fibers can be manufactured with a range of mechanical properties. Tensile strength can vary from textile values (values needed for use in typical textile products such as apparel) of 2—6 g/d (gram/denier) up to industrial values (values typical of industrial products such as tire cords or belts) of 6—10 g/d. For high-performance applications, such as body armor or structural composites, novel spinning techniques can produce fibers with strengths approaching 30 g/d. Likewise, breaking extension can be varied over a broad range, from 10—40% for textile to 1—15% for industrial and 100— 500% for elastomeric fibers. Yarns. Fibers or filaments are converted into yarns by twisting or entangling processes that improve strength, abrasion resistance, and handling. Yarn properties (y) depend on those of the fibers or filaments (f) as well as on the angle of twist, . Modulus (E ) and strength ( ) are reduced by the cos2 factor, while the extension at break ( ) is increased by the sec2 factor: Fabrics. Yarns are interlaced into fabrics by various mechanical processes—that is, weaving, knitting, and braiding.1 The three prevalent fabric structures used for medical implants or sutures are woven, in which two sets of yarns are interlaced at right angles; knitted, in which loops of yarn are intermeshed; and braided, in which three or more yarns cross one another in a diagonal pattern (see Figure 3). Knitted fabrics can be either weft or warp knit, and braided products can include tubular structures, with or without a core, as well as ribbon. Figure 3. Examples of woven (top left), knitted (top right, bottom left), and braided (bottom right) structures. There are also numerous medical uses for nonwoven fabrics (wipes, sponges, dressings, gowns), made directly from fibers that are needle-felted, hydroentangled, or bonded through a thermal, chemical, or adhesive process. Nonwovens may also be made directly from a polymer. For example, expanded polytetrafluoroethylene (ePTFE) products such as sutures and arterial grafts and electrostatically spun polyurethane used as tubular structures are examples of medical applications of polymer-to-fabric nonwovens.2 Fabric Structures The properties of fabrics depend on the characteristics of the constituent yarns or fibers and on the geometry of the formed structure. Whether a fabric is woven, knitted, braided, or nonwoven will affect its behavior. Wovens. Fabrics that are woven are usually dimensionally very stable but less extensible and porous than the other structures. One disadvantage of wovens is their tendency to unravel at the edges when cut squarely or obliquely for implantation. However, the stitching technique known as a Leno weave—in which two warp threads twist around a weft—can substantially alleviate this fraying or unraveling (see Figure 4).3 Figure 4. Fabric and vascular grafts made using a Leno weave. Knitted Fabrics. Compared with woven fabrics, weft-knitted structures are highly extensible, but they are also dimensionally unstable unless additional yarns are used to interlock the loops and reduce the extension while increasing elastic recovery. Warp-knitted structures are extremely versatile, and can be engineered with a variety of mechanical properties matching those of woven fabrics. The major advantage of knitted materials is their flexibility and inherent ability to resist unraveling when cut. A potential limitation of knitted fabrics is their high porosity, which—unlike that of woven fabrics—cannot be reduced below a certain value determined by the construction (see Figure 5). As a result, applications requiring very low porosity usually incorporate woven materials. Figure 5. Woven (left) and knitted (center and right) fabics used for vascular grafts, showing differences in porosity. Braided Structures. Typically employed in cords and sutures, braided structures can be designed using several different patterns, either with or without a core. Because the yarns criss-cross each other, braided materials are usually porous and may imbibe fluids within the interstitial spaces between yarns or filaments. To reduce their capillarity, braided materials are often treated with a biodegradable (polylactic acid) or nonbiodegradable (Teflon) coating. Such coatings also serve to reduce chatter or noise during body movement, improve hand or feel, and help position suture knots that must be transported by pressure from a surgeon's finger from outside the body to the wound itself. Nonwovens. The properties of nonwoven fabrics are determined by those of the constituent polymer or fiber and by the bonding process. For instance, expanded PTFE products can be formed to meet varying porosity requirements. Because of the expanded nature of their microstructure, these materials compress easily and then expand—a suture, for example, can expand to fill the needle hole made in a tissue— allowing for tissue ingrowth in applications such as arterial and patch grafts. Polyurethane-based nonwovens produce a product that resembles collagenous material in both structure and mechanical properties, particularly compliance (extension per unit pressure or stress). The porosity of both PTFE- and polyurethanederived nonwovens can be effectively manipulated through control of the manufacturing processes. Textile Performance Principles Textile materials for medical applications typically have specific performance requirements relating to strength, stiffness, abrasion resistance, and mechanical patency. Strength. Among the many factors affecting a fabric's strength (fiber type, molecular orientation, crystallinity) is the variability in properties—especially elongation—of its constituent elements. Usually, the greater the variability in elongation at break, the lesser the strength. Products requiring high strength (e.g., artificial ligaments) must incorporate elements whose properties range within a narrow limit. Stiffness. Bending stiffness—which governs the handling, comfort, and conformability of a fabric—is a critical parameter in a number of medical applications. A low value is usually desirable. For example, a suture with low bending stiffness requires fewer throws to tie a secure knot and has higher knot strength. The most important factors affecting bending stiffness are the shape of the fiber and the modulus, linear density, and specific gravity of the material. Generally, the higher the denier or the modulus or the lower the specific gravity, the higher the bending stiffness. For example, polyester has a higher modulus than that of nylon, and will result in a stiffer material. Polypropylene, with a lower density than nylon, should have a higher stiffness, assuming all other factors are equal. In addition, a trilobal or tubular structure produces a stiffer product than does a solid circular structure of the same area or linear density. Monofilament materials are much stiffer than multifilament. With all other factors constant, the bending stiffness of a monofilament product such as a suture of denier T will be roughly n times greater than a multifilament structure with n filaments of denier T/n each. The use of multifilament yarns and/or fine-denier fibers in the yarn produces a more flexible and supple end product. Knot efficiency—the ratio of the tensile strength of knotted to unknotted thread—is affected by elongation at break and bending stiffness. Most often, the greater the elongation, or the lower the stiffness, the greater the knot efficiency. Abrasion Resistance. Whenever fibers, yarns, or fabrics rub against themselves or other structures, abrasion resistance assumes an important role. A high value is usually desirable, especially in applications such as artificial ligaments or tendons. The abrasion resistance of a yarn is influenced by several factors: The denier of the fiber (the lower the denier, the lower the resistance). The amount of twist in the yarn that binds the fibers together (the lower the twist, the lower the resistance). The orientation of molecules in the fibers (the higher the orientation, usually the lower the resistance). The surface coefficient of friction (the higher the coefficient, the lower the resistance). Therefore, one can conclude that microdenier fibers, low-twist yarns, rough surfaces, and highly oriented materials generally exhibit low abrasion resistance. However, coating a bundle of fibers with a low-friction polymer can enhance its resistance to abrasion. Mechanical Patency. Implanted products that must bear loads over the long term and maintain their dimensional integrity require a high degree of mechanical patency—that is, the ability to resist permanent change in physical size, shape, structure, and properties. The factors that contribute to mechanical patency include: The chemical, biological, and stress environment into which the implant is placed. The nonreactivity of the polymer with the environment. The size of the fibers. The structure of the fabric (consolidated structures made of highly interlocked woven material or warp knits provide an advantage). Perhaps most importantly, the viscoelastic properties of the material. Thus, material selection is extremely critical for products—such as ligament prostheses—that must continue to bear loads. The material specified must be able to resist the elongation or growth that may occur as a result of stress relaxation during each cycle of operation in the body. If no such material is available, then biological tissues will need to be integrated into the assemblage to provide partial support of the load and contribute to the product's long-term patency. Current Medical Textile Research The literature of the past decade, including patents, provides a broad overview of current research activities as well as of some of the problems and concerns related to implantable medical textiles. Among the more intensively studied product groups are surgical sutures, vascular grafts, and artificial ligaments and tendons. Surgical Sutures. For surgical sutures, the predominant areas of concern are strength, capillarity, sliding and positioning of knots, knot security, and handling characteristics. The recent focus of suture research has been on improving the structure of the braids (two recently proposed products are spiral- and latticebraided materials),4 reducing the difference in the elongational properties between the core and the sheath yarns, using finer-denier filaments in the sheath yarns, and improving knot security and performance by exposing a two-throw square knot to laser-beam energy. In a recently conducted experiment, it was shown that exposing a two-throw square knot tied in a 3-0 Mersilene suture to energy from a CO2 laser beam for a brief period of time not only made the knot fully secure but also led to an increase in knot strength of appoximately 16% (see Figure 6).5 Figure 6. The effect on knot-breaking strength of exposing a two-throw square knot tied in 3-0 Mersilene to energy from a CO2 laser beam. Vascular Grafts.Regarding vascular grafts, the lack of healing, compliance, and suture-line patency continue to be concerns, especially in small-caliber (< 6 mm diam) grafts.6 Three important efforts that highlight global developmental activities in this area are: The use of semiabsorbable structures, with absorbable components, woven or knitted, in the inner tube wall. The use of spray technology in conjunction with elastomeric polymers to produce collagen-like fiber structures with biomechanically compliant properties.2 The incorporation of elastomeric components in the weft threads of woven prostheses.6 Using this technique, woven grafts of 4- to 6-mm diam could be produced, with transverse compliance comparable to that of canine and other similarly sized arteries. Experiments with endothelial cell seeding7 and with coated grafts containing albumin,8 gelatin,9 or collagen10 are also ongoing. Ligaments and Tendons. Finally, in the area of artificial ligaments and tendons, desirable properties include high strength, high elasticity, low abrasion, low creep, and low stiffness. Current research endeavors are examining the use of ultra-highstrength fibers (e.g., Spectra from AlliedSignal), threads containing layers of both absorbable inelastic and nonabsorbable elastic fibers, and coatings with biocompatible polymers to reduce abrasion and restrict escape of abraded particles from within the structure.11 Conclusion Textile materials continue to serve an important function in the development of a range of medical and surgical products. The introduction of new materials, the improvement in production techniques and fiber properties, and the use of more accurate and comprehensive testing have all had significant influence on advancing fibers and fabrics for medical applications. As more is understood about medical textiles, there is every reason to believe that a host of valuable and innovative products will emerge. References 1. Hatch KL, Textile Science, New York, West Publishing Co., pp 318—370, 1993. 2. Soldani G, Panol G, Sasken HF, et al., "Small-Diameter PolyurethanePolydimethylsiloxane Vascular Prostheses Made by a Spraying, Phase-Inversion Process," J Mat Sci, Mat in Med, 3:106—113, 1992. 3. Kapadia I, and Ibrahim IM, Woven vascular grafts, U.S. Pat. 4,816,028, 1989. 4. Brennan KW, Skinner M, and Weaver G, Braided surgical sutures, U.S. Pat. 4,959,069, 1990. 5. Gupta BS, Milam BL, and Patty RR, "Use of Carbon Dioxide Lasers in Improving Knot Security in Polyester Sutures," J App Biomat, 1:121—125, 1990. 6. Gupta BS, and Kasyanov VA, "Biomechanics of the Human Common Carotid Artery and Design of Novel Hybrid Textile Compliant Vascular Grafts," J Biomed Mat Res, 34:341—349, 1997. 7. Williams SK, Carter T, Park PK, et al., "Formation of a Multilayer Cellular Lining on a Polyurethane Vascular Graft Following Endothelial Cell Seeding," J Biomed Mat, 26(1):103—117, 1992. 8. Merhi Y, Roy R, Guidoin R, et al., "Cellular Reactions to Polyester Arterial Prostheses Impregnated with Cross-Linked Albumin: In Vivo Studies in Mice," Biomat, 10(1): 56—58, 1989. 9 Bordenave L, Caix J, Basse-Cathalinat B, et al., "Experimental Evaluation of a Gelatin-Coated Polyester Graft Used as an Arterial Substitute," Biomat, 10(3): 235— 242, 1989. 10. Guidoin R, Marceau D, Couture J, et al., "Collagen Coatings as Biological Sealants for Textile Arterial Prostheses," Biomat, 10(3): 156—165, 1989. 11. Frey O, Dittes P, and Koch R, Prosthetic implant, U.S. Pat. 5,176,708, 1993. Bhupender S. Gupta, PhD, received his undergraduate degree in textile technology from the Punjab University, India, and his doctorate in textile physics from the University of Manchester Institute of Science and Technology (Manchester, UK). He is currently professor of textile materials science in the department of textile engineering, chemistry, and science, College of Textiles, at North Carolina State University (Raleigh, NC). His research interests include the physical and mechanical properties of fibers, yarns, and fabrics; structural mechanics of assemblies; absorbent nonwoven materials; and biomedical textiles. Copyright ©1998 Medical Plastics and Biomaterials Comments about this article? Post them in our Marketplace Discussion Forum. PubMed Central Copyright © 2002, Texas Heart® Institute, Houston Tex Heart Inst J. 2002; 29 (3): 229–230 Full Text Early Clinical Application of Assisted Circulation Domingo Liotta, MD Figures/Tables PDF Dean, School of Medicine, MoRón University, Machado 914, Buenos Air (1708), Argentina Contents Archive PubMed Articles by: Liotta, D. and links to: Related articles Show Top References To the Editor: Today, the implantation of ventricular assist devices (VADs) is a well- established clinical procedure in its 2 applications: as a bridge to cardiac transplantation and as a bridge to myocardial recovery. I thought that your readers might enjoy an account of the earliest clinical applications of assis circulation, as they occurred almost 4 decades ago. In July 1961, I left my association with Dr. Willem J. Kolff, who was then the Department of Artificial Organs at the Cleveland Clinic, and arrived at Baylor University in Houston as a fellow in cardiovascular surgery. Dr. Michael E. DeBakey knew of our group's presentation at the ASAIO (American Society for Artificial Internal Organs) meeting in Atlantic City March l961. At that meeting, I had described 1 the implantation, in dogs, o types of orthotopic total artificial hearts, each of which used a different so of external energy: an implantable electric motor; an implantable rotating pump with an external electric motor; and a pneumatic pump. It was the 1 time that a driven pneumatic system had been described. Dr. DeBakey ask me if I would agree to spend some time in the laboratory working on the t artificial heart project during my fellowship. At that time, there was nothin Baylor to start with, except for Louis Feldman's enthusiasm. He was the engineer in charge of the machine shop. In those days, cases of post-cardiotomy cardiogenic shock, with stunning o potentially viable myocardial tissue, were not uncommon. Shortly after m arrival at Baylor, a cardiac surgery patient had to be supported for several hours postoperatively by means of a left ventricular bypass from the left atrium to the femoral artery with the aid of a roller pump. This short perio support had been unsuccessful, so it occurred to me, while I walked back t Baylor one evening in the fall of 1961, that a prolonged use (several days) mechanical circulation might be the answer to support these patients. Duri 1961–62, our lab at Baylor developed a small, intrathoracic, pneumatic-dr pump that partly bypassed the left ventricle from the left atrium to the thor aorta. The pump's housing was made of Silastic reinforced with Dacron fa (Fig. 1). 2,3 In May 1962, I presented this work at the Young Investigator's Award Competition of the American College of Cardiology, in Denver. On 18 July 1963, one of Dr. E. Stanley Crawford's patients underwent an aortic valve replacement. The calcified stenotic valve was replaced with a Starr-Edwards prosthetic valve. Early the next morning, the patient had a cardiac arrest and was resuscitated by means of the open-chest technique. After the chest was closed, it was evident that severe brain damage had occurred. The patient remained in a coma, with low cardiac output and anu Subsequently, a rather severe pulmonary edema developed and was refrac to standard treatment. The 1st clinical VAD, bypassing the left ventricle from the left atrium to t descending aorta through a left thoracotomy, was implanted in this patient the evening of 19 July by Dr. Crawford and me. The pump was regulated bypass with 1,800 to 2,500 mL of blood per minute. Although the anuria t had been present since cardiac arrest persisted, the pulmonary edema clear as indicated by plain chest x–ray and auscultation. We discontinued mechanical support after 4 days of continuous use, but the patient remaine a coma and died. 4 At the beginning of 1966, Dr. DeBakey and I started implanting paracorpo VADs at the Methodist Hospital. A patient from Mexico underwent a dou valve replacement but could not be weaned from extracorporeal circulatio Then we implanted a paracorporeal VAD from the left atrium to the right subclavian artery. After support by the VAD for 10 days, at a flow rate up 1,200 mL/min, the patient recovered, which made this the 1st successful u of a VAD for postcardiotomy shock. 5,6 Several years later, she died in Mexico in a car accident. The 1966 paracorporeal VADs were lined with Dacron velour to create a neoendocardium that would deter thromboembolism. 7 Everything that followed this early clinical research in the field of assisted circulation is w known and need not be repeated here. Top References References 1. Liotta D, Taliani T, Giffoniello AH, Sarria Deheza F, Liotta S, Lizarraga R, et al. Artificial heart in the chest: Preliminary report. Trans Am Soc Artif Intern Organs 1961;7:318–22. 2. Liotta D, Taliani T, Giffoniello AH, Liotta S, Lizarraga R, Tolocka Pagano J. Ablation experimentale et replacement du coeur par un coeur artificial intra-thoracique [in French]. Lyon Chirurgical 1961;57:704. 3. Liotta D, Crawford ES, Cooley DA, DeBakey ME, Urquia M, Feldman L. Prolonged partial left ventricular bypass by means of a intrathoracic pump implanted in the left chest. Trans Am Soc Artif Intern Organs 1962;8:90–9. 4. Liotta D, Hall CW, Henly WS, Beall AC, Cooley DA, DeBakey M Prolonged assisted circulation after cardiac or aortic surgery. Prolonged partial left ventricular bypass by means of intracorporea circulation. Denver, May 1962. Am J Cardiol 1963;12:399–405. [T paper was a finalist in the Young Investigator's Award Competitio the American College of Cardiology.] 5. DeBakey ME, Liotta D, Hall CW. Left-heart bypass using an implantable blood pump. In: Mechanical devices to assist the failin heart. Proceedings of the National Research Council (U.S.). Committee on Trauma; 1964 Sep 9–10; Washington, DC. Washing DC: National Academy of Sciences-National Research Council; 19 p. 223–39. 6. DeBakey ME. Left ventricular bypass pump for cardiac assistance Clinical experience. Am J Cardiol 1971;27:3–11. [PubMed] 7. Liotta D, Hall CW, Akers WW, Villanueva A, O'Neal RM, DeBak ME. A pseudoendocardium for implantable blood pumps. Trans A Soc Artif Intern Organs 1966;12:129–34. [PubMed] Figures and Tables Fig. 1 Drawing of the 19 July 1963 clinical prototype that was developed by Domingo Liotta at Baylor University, Houston. The pump is shown in diastole. The actual clinic prototype is at the Smithsonian Institution, Washington, D ENGINEERED EROSION CONTROL Erosion reduces the productivity of our land and the subsequent sedimentation chokes our waterways and ruins precious wildlife habitats. Environmental awareness and the rising cost of erosion damage have become serious considerations in all development projects and land management practices. Maccaferri distribute a range of comprehensive and technologically advanced erosion control systems to stabilise soil erosion and reduce sediment loss. EROSION CONTROL BLANKETS-ECB's The primary function of an ECB is to control temporary erosion (caused by precipitation and run off) until vegetation is established. A secondary function is to promote germination of the seed by maintaining moisture and temperature, which is critical for seed germination. The life expectancy of an ECB is between 10 months and 5 years depending on the degradable component. ECB's are generally limited to temporary application areas where unreinforced vegetation is sufficient to provide adequate long-term erosion protection, usually at low velocities and low shear stresses. ECB Products Biomac A good cover of natural vegetation is regarded as the most effective control of erosion and soil stabilisation on embankments, river and stream channels and coastal dune areas, as well as being the most environmentally acceptable. Biomac is a flexible coconut fibre matting available in a choice of two grades. Biomac T450 T450 grade is designed to allow germination and growth through the blanket and is reinforced by a jute mesh on top and a lightweight polymer netting on the bottom. Biomac T900 T900 grade is reinforced by a jute mesh top and bottom and this can be used as a mulch mat to inhibit the growth of weeds, which in turn encourages healthy growth of selected plants, which may be planted through it. Biomac gives nature a helping hand at the revegetation stage byGround protection - at the most vulnerable stage, unvegetated surfaces in conjunction with an ECB are protected from water and wind erosion preventing gullying and loss of topsoil. Rain and water run-off is considerably reduced. Moisture retention - rain water run-off is minimised and soaks through the blanket and allows soaking of the underlying soil: prolonged capillary storage improves seed germination. Seed protection - newly planted seeds are protected against wind, rain and native wildlife. Grass reinforcement - the jute mesh stitched on top provides initial root reinforcement to the newly established vegetation at its early stage and at its highest risk stage of growth. The jute mesh also degrades with time. T450 T900 Dimensions 2.4m x 50m 2.4m x25m Mass (nom.) 450g/m2 900g/m2 Thickness 8-10mm 15-20mm 54kg 54kg 2-4 years 3-5 years Roll Weight Life Expectancy Road & Rail Embankments Sand Dune Conservation Golf Course Landscaping Drainage Canals River Banks Swale Drains Jutemaster™ Jutemaster is a 100% organic erosion control blanket manufactured entirely from jute fibres. Being organic, it is totally biodegradable therefore leaving no synthetic coverings, glue or coarse components to "catch" during installation. With the ability to enhance water filtration whilst protecting topsoil, Jutemaster is the simplest, safest and most cost effective method of promoting new growth on slopes and embankments. Jutemaster is manufactured in two grades Jutemaster™ Fine Mat (FM) has been designed especially to promote grass establishment by allowing vegetation to grow through it. On slope applications FM protects the earth surface against rainfall erosion. FM provides a complete surface covering leaving no open spaces susceptible to further erosion. Jutemaster™ Thick Mat (TM) is highly recommended as a weed barrier, by stopping vegetation growth. It's densely matted characteristic suppresses unwanted broad and narrow leaf plants. TM allows both air and water to be passed through therefore letting the soil breath and any planted tube stock to flourish. Jute FM Jute TM Dimensions 1.83m x 30m 1.83m x 25m Mass (nom.) 360g/m2 620g/m2 Roll Weight 20kg 28kg 1 year 1-2 years Life Expectancy Embankments Landfills Swale Drains Roadside Rehabilitation Dune Protection Jutemesh Jute Mesh "Soil Saver" is the original 100% biodegradable jute erosion blanket. It is an ideal reinforcement mesh for spray seed and bituminous applications such as slope and swale drain revegetation. Recycled timber chip mulches can be reduced considerably in depth by pinning jute mesh over the top to hold in place. The inherent properties of jute fibres make this product suitable for use in all climates. Jutemesh Soil Saver Material 100% jute fibre Dimensions 1.22m x 548m bale Mesh Size 20mm x 20mm Gross Weight Slope Protection Drainage Swales Mulch Protection Dune Conservation Grass Spillways 345kg/bale Coir Fibre Logs "Cocologs" Coir Fibre Logs "Cocologs" are a ready-made building element for managing changes in stream flow velocity, for shaping channels, stabilising shorelines or as a natural planting medium for vegetation. All our Cocologs are made of 100% coir (coconut) fibre and bound by a coir Cocologs are installed at the mean annual water netting to give a totally biodegradable material lasting 4 to 10 years. They can be easily installed, connected one to another and over time will blend naturally into the aquatic environment. level and fixed with wooden stakes. Suitable plants of the shore or reeds zones can be inserted into the top part of the Cocolog. The installation of the Cocologs can be carried out at any time of the year, depending on the application they also can be strung together to form a shoreline chain or stacked parallel to form a wall. Cocolog20 Cocolog30 Cocolog40 Cocolog50 Material 100% Coir 100% Coir 100% Coir 100% Coir Diameter 20 cm 30 cm 40 cm 50cm 3m 3m 3m 3m 4.5kg 8kg 12kg 15kg Length Weight(m) TURF REINFORCEMENT MATS-TRM's The primary function of a TRM is to provide permanent (root or stem) reinforcement for the mature vegetation during higher hydraulic flow events where velocities and sheer stresses exceed the limits of mature, natural vegetation. A secondary and more temporary function is to collect sediment during the hydraulic flows prior to and while vegetation is being established. The TRM performance increases as the vegetation becomes established and the root structure is entangled within the synthetic mat. TRM Products North American Green - P300 North American Green - P300 features a 100% UV stabilised polypropylene fibre matrix encased in an extra heavyduty, UV stabilised top net and a heavy, UV stabilised bottom net. P300 provides permanent erosion control and vegetal reinforcement on severe slopes, high discharge channels and shorelines with wave action. North American Green's free Erosion Control Material Design Software (ECMDS), Version 4.11 (Windows 95,98 and NT 4.0), provides computerassisted selection of materials for slope erosion protection and channel scour resistance. ECMDS is a necessity for every engineer, designer or contractor who must comply with today's strict erosion and sediment control regulations. P300 Roll Width 2m Roll Length 33m Thickness 14.2mm UV Stabilised Mass Tensile Strength Colour Enkamat® 100% 382g/m2 3.8kN/m (min) Green Shorelines High Discharge Channels Slope Revegetation Enkamat is a dense three-dimensional permanent TRM. It is a proven, lightweight, flexible alternative to rigid concrete, asphalt and stone riprap systems for controlling erosion. Over 90 % of the volume of the mat is available for soil filling, which ensures positive integration and immediate stabilisation of slope surfaces, while providing an enhanced environment for seed germination. Road and Railway embankments can be protected by Enkamat either seeded and filled with topsoil or hydroseeded after installation. Enkamat can keep the fertile soil fill and germinating seeds in place, preventing the seeds from being washed out by heavy rain and encouraging active plant growth. 7010 7018 7020 Roll Width 1m / 1.95m 1m / 1.95m 1m / 1.95m Roll Length 150m 120m 100m Thickness 10mm 18mm 20mm Mass 260g/m2 290g/m2 400g/m2 Colour Black Black Black River Banks Slope Protection Embankments Grassed Spillways | Double Twist Mesh Products | Nylex Drainage Products | | Geotextiles (Non-Woven & Woven) | Geogrids | Erosion Control Products | | Marine Products | Software | Company Info| | CONTACT MACCAFERRI NOW | Home Page | Abstract In some embodiments, prosthetic conduits include biocompatible material formed into a generally cylindrical section and an expanded section connected to the generally cylindrical section to form a conduit. The conduit has a lumen extending through the generally cylindrical section and the expanded section. In some embodiments, the biocompatible material is tissue. The biocompatible material can include one segment or a plurality of segments joined together to form the generally cylindrical section and the expanded section. In some embodiments, the prosthetic conduit includes a reinforcement to prevent unwanted dilation or collapse of the conduit. The reinforcement can be placed at or near the junction of a generally cylindrical section and an expanded section and/or at other locations along the conduit. The prosthetic conduit may or may not include a prosthetic heart valve. The prosthetic conduit can include tubules to facilitate attachment of coronary arteries to the prosthetic conduit for embodiments in which a portion of the aorta adjacent the heart is replaced. In some embodiments, the prosthetic conduit includes two sections that are joined to form the prosthetic conduit. Inventors: Holmberg, William R.; (New Richmond, WI) ; Peredo, Mario Osvaldo Vrandecic; (Belo Horizonte, BR) Correspondence ALTERA LAW GROUP, LLC Name and 6500 CITY WEST PARKWAY Address: SUITE 100 MINNEAPOLIS MN 55344-7704 US Serial No.: 056774 Series Code: 10 Filed: January 24, 2002 623/1.31; 623/1.26 U.S. Current Class: 623/1.31; 623/1.26 U.S. Class at Publication: A61F 002/06 Intern'l Class: Claims What we claim is: 1. A prosthesis comprising a reinforcement element and a prosthetic conduit comprising biocompatible material, the prosthetic conduit having a generally cylindrical section and an expanded section extending from the generally cylindrical section, wherein the reinforcement element at the junction between the generally cylindrical section and the expanded section. 2. The prosthesis of claim 1 wherein the biocompatible material comprises tissue. 3. The prosthesis of claim 2 wherein the tissue comprises pericardium, submucosa or dura mater. 4. The prosthesis of claim 2 wherein the tissue comprises porcine, ovine, equine or bovine tissue. 5. The prosthesis of claim 2 wherein the tissue comprises crosslinked tissue. 6. The prosthesis of claim 5 wherein the tissue is crosslinked with glutaraldehyde or triglycidylamine. 7. The prosthesis of claim 1 wherein the biocompatible material comprises at least two segments joined to form the conduit. 8. The prosthesis of claim 7 wherein one segment forms the generally cylindrical section and a portion of the expanded section. 9. The prosthesis of claim 1 wherein the biocompatible material comprises a single segment. 10. The prosthesis of claim 1 wherein the expanded section has a maximum diameter at least about 10% larger than the average diameter of the generally cylindrical section. 11. The prosthesis of claim 1 wherein the expanded section has a maximum diameter from about 12% to about 20% larger than the average diameter of the generally cylindrical section. 12. The prosthesis of claim 1 wherein the expanded section has scallops along its free edge for attachment around a native aortic heart valve. 13. The prosthesis of claim 1 further comprising a prosthetic valve connected to the expanded section. 14. The prosthesis of claim 13 wherein the prosthetic valve comprises a rigid leaflet connected to an orifice ring. 15. The prosthesis of claim 13 wherein the prosthetic valve comprises tissue leaflets. 16. The prosthesis of claim 13 wherein the prosthetic valve comprises flexible polymer leaflets. 17. The prosthesis of claim 1 wherein the expanded section comprises tubules positioned for the attachment of the right and left coronary arteries. 18. The prosthesis of claim 1 wherein the expanded section has two components that connect together to complete the formation of the expanded section. 19. The prosthesis of claim 1 wherein the reinforcement element is a ring. 20. The prosthesis of claim 1 wherein the reinforcement element comprises tissue. 21. The prosthesis of claim 1 wherein the reinforcement element comprises a polymer. 22. The prosthesis of claim 21 wherein the polymer is woven into a fabric. 23. The prosthesis of claim 1 wherein the reinforcement element comprises metal. 24. The prosthesis of claim 1 wherein the reinforcement element is a band of pericardium. 25. The prosthesis of claim 1 wherein the reinforcement element is a roll of tissue. 26. The prosthesis of claim 1 wherein the reinforcement element surrounds the circumference of the biocompatible material. 27. The prosthesis of claim 1 wherein the reinforcement element surrounds only a portion of the circumference of the biocompatible material. 28. The prosthesis of claim 1 wherein the prosthetic conduit has a reinforcement near the inflow edge. 29. The prosthesis of claim 1 wherein the prosthetic conduit has a reinforcement near the outflow edge. 30. A prosthesis comprising a biocompatible material formed into a generally cylindrical section and an expanded section extending from the generally cylindrical section, the expanded section including tubules connecting the central lumen of the expanded section to an external opening. 31. The prosthesis of claim 30 wherein the tubules are positioned for the attachment of the right and left coronary arteries. 32. The prosthesis of claim 30 wherein the biocompatible material comprises at least two sections of material that join together to form the generally cylindrical section and the expanded section. 33. The prosthesis of claim 30 further comprising a prosthetic heart valve. 34. The prosthesis of claim 33 wherein the prosthetic heart valve is a stentless valve with flexible leaflets and a leaflet support structure that is positioned to avoid blockage of the tubules. 35. The prosthesis of claim 30 wherein the biocompatible material comprises tissue. 36. A prosthesis comprising biocompatible material formed into a generally cylindrical section and an expanded section connected to the generally cylindrical section to form a conduit with a lumen extending through the generally cylindrical section and the expanded section, the free edge of the expanded section having scallops that fit ajacent to and downstream from the commissures of a native heart valve. 37. The prosthesis of claim 36 wherein the biocompatible material comprises tissue. 38. The prosthesis of claim 36 further comprising a prosthetic valve attached to the biocompatible material. 39. A prosthesis comprising a reinforcement element, a prosthetic conduit comprising biocompatible material and a prosthetic valve attached to the prosthetic conduit, wherein the reinforcement element is attached to the prosthetic conduit downstream from the prosthetic valve to inhibit dilation of the conduit and to promote proper valve function. 40. The prosthesis of claim 39 wherein the prosthetic conduit comprises a generally cylindrical section and an expanded section extending from the generally cylindrical section, wherein the reinforcement element is positioned at the junction between the generally cylindrical section and the expanded section. 41. The prosthesis of claim 39 wherein the prosthesis further comprises a reinforcement near the inflow edge. 42. A prosthesis comprising a first prosthetic conduit section and a second prosthetic conduit section wherein the inflow edge of the first prosthetic conduit section is configured for attachment to the outflow edge of the second prosthetic conduit section, the first prosthetic conduit section having a generally cylindrical section and the second prosthetic conduit section comprising a prosthetic valve. 43. The prosthesis of claim 42 wherein the second conduit section has an expanded section having a maximum diameter at least about 10% greater than the average diameter of the generally cylindrical section. 44. The prosthesis of claim 42 wherein the prosthetic valve is a mechanical valve. 45. The prosthesis of claim 44 wherein the second conduit section has an expanded section with a generally spherical shape over a portion of a sphere. 46. The prosthesis of claim 42 wherein the prosthetic valve has flexible leaflets. 47. The prosthesis of claim 46 wherein the second conduit section has an expanded section with three lobes. 48. A prosthesis comprising a reinforcement element and a prosthetic conduit comprising biocompatible material, wherein the reinforcement element is attached to the prosthetic conduit proximate to the outflow edge. 49. The prosthesis of claim 48 further comprising a prosthetic valve attached to the prosthetic conduit. 50. A prosthesis comprising a reinforcement element, a prosthetic conduit comprising biocompatible material and a prosthetic valve attached to the prosthetic conduit, wherein the reinforcement element is attached to the prosthetic conduit proximate to the inflow edge. Description FIELD OF THE INVENTION [0001] The invention relates to prostheses for the replacement of blood vessels and, optionally, valve, especially at or near a heart valve. More specifically, the invention relates to prostheses for aorta or pulmonary artery replacement, particularly at, adjacent and/or proximal the respective aortic or pulmonary heart valve. The prostheses may include a valve, such as a heart valve. BACKGROUND OF THE INVENTION [0002] Physicians use a variety of prostheses to correct problems associated with the cardiovascular system, especially the heart. For example, the ability to replace or repair diseased heart valves with prosthetic devices has provided surgeons with a method of treating heart valve deficiencies due to disease and congenital defects. A typical procedure involves removal of the native valve and surgical replacement with a prosthetic heart valve. [0003] Prosthetic heart valve leaflets or occluders perform the function of opening and closing to regulate the blood flow through the heart valve. Typically, heart valve leaflets must either pivot or flex with each cycle of the heart to open and close the valve. Heart valves function as check valves, which open for flow in one direction and close in response to pressure differentials to limit reverse flow. [0004] Aortic and pulmonary heart valves are positioned at the connection of arteries to the left and right heart ventricles, respectively. Replacement or repair of these valves may involve disconnecting and reconnecting the corresponding artery. This process can involve the replacement of a portion of the artery adjacent the valve with a prosthetic conduit. In addition, it may be desirable to replace the portion of the artery adjacent the valve due to degeneration of the artery even if there is no damage to the valve. Whether or not the heart valve is replaced along with the portion of the artery adjacent the heart valve, the procedure for replacing the artery should not interfere with valve function. [0005] Both the natural aorta and the pulmonary artery have slightly dilated portions adjacent the heart valves called Sinuses of Valsalva. The natural sinuses of the aorta are somewhat larger than the sinuses of the pulmonary artery. The aorta adjacent the aortic heart valve is connected to coronary arteries that provide aerated blood to the heart muscle. Replacement of this portion of the aorta involves reconnection of the coronary arteries. SUMMARY OF THE INVENTION [0006] In a first aspect, the invention pertains to a prosthesis including a reinforcement element and a prosthetic conduit including biocompatible material. The prosthetic conduit includes a generally cylindrical section and an expanded section extending from the generally cylindrical section. Generally, the reinforcement element overlaps the junction between the generally cylindrical section and the expanded section. In some embodiments, the prosthetic conduit also has a reinforcement at the inflow edge and/or the outflow edge. [0007] In another aspect, the invention pertains to a prosthesis including biocompatible material formed into a generally cylindrical section and an expanded section extending from the generally cylindrical section. The expanded section includes tubules connecting the central lumen of the expanded section to an external opening. [0008] In an additional aspect, the invention pertains to a prosthesis comprising biocompatible material formed into a generally cylindrical section and an expanded section connected to the generally cylindrical section, forming a conduit. The conduit has a lumen extending through the generally cylindrical section and the expanded section. The biocompatible material can be a single segment or a plurality of segments that are joined to form the conduit. The free edge of the expanded section has scallops that fit adjacent to and downstream from the commissures of a native heart valve. [0009] In a further aspect, the invention pertains to a prosthesis including a reinforcement element, a prosthetic conduit comprising biocompatible material and a prosthetic valve. The reinforcement element is attached to the prosthetic conduit downstream from the prosthetic valve to inhibit dilation of the conduit and promote proper function of the valve. [0010] Furthermore, the invention pertains to a prosthetic system comprising a first prosthetic conduit section and a second prosthetic conduit section. The inflow edge of the first prosthetic conduit section is configured for attachment to the outflow edge of the second prosthetic conduit section. The first prosthetic conduit section has a generally cylindrical section, and the second prosthetic conduit section includes a prosthetic valve. [0011] In addition, the invention pertains to a prosthesis comprising a reinforcement element and a prosthetic conduit. The prosthetic conduit comprises biocompatible material. The prosthesis can further comprise a prosthetic valve in some embodiments. The reinforcement element is attached to the prosthetic conduit proximate to the outflow edge. [0012] In an additional aspect, the invention pertains to a prosthesis comprising a reinforcement element, a prosthetic conduit comprising biocompatible material and a prosthetic valve attached to the prosthetic conduit. The reinforcement element is attached to the prosthetic conduit proximate to the inflow edge. BRIEF DESCRIPTION OF THE DRAWINGS [0013] FIG. 1 is a side perspective view of a biological conduit with an expanded section corresponding to sinuses of Valsalva. [0014] FIG. 2 is a side perspective view of a biological conduit with an expanded section with a scalloped edge. [0015] FIG. 3 is a side perspective view of a biological conduit with an expanded section with tubules for the attachment of coronary arteries. [0016] FIG. 4 is an end view of the biological conduit of FIG. 3. [0017] FIG. 5 is a sectional view of the biological conduit of FIG. 3 taken along line 5-5 of FIG. 3. [0018] FIG. 6 is a perspective view of a mechanical heart valve prosthesis. [0019] FIG. 7 is a perspective view of a stentless heart valve prosthesis. [0020] FIG. 8 is a perspective view of a stented heart valve prosthesis with flexible leaflets. [0021] FIG. 9 is a cut-away perspective view of a prosthetic conduit with a portion of the conduit removed to expose a prosthetic valve. [0022] FIG. 10 is a cut-away perspective view of a prosthetic conduit with tubules for attachment of coronary arteries, with a portion of the conduit removed to expose a prosthetic valve. [0023] FIG. 11 is a cut-away perspective view of a two-piece prosthetic conduit, with a portion of the expanded section of the conduit removed to expose a prosthetic valve. [0024] FIG. 12 is a perspective view of a prosthetic conduit having a reinforcement near a prosthetic valve to resist dilation of the conduit downstream from the valve, with the valve shown schematically in phantom lines. [0025] FIG. 13 is a perspective view of a prosthetic conduit having a reinforcement near the outflow edge, with a prosthetic valve shown schematically in phantom lines. [0026] FIG. 14 is a top view of a cut sheet of material for formation into a prosthetic conduit with an expanded section at a location corresponding to sinuses of Valsalva. [0027] FIG. 15 is a side view of a mandrel for the formation of a sheet of material into a prosthetic conduit with an expanded section at a location which would correspond to sinuses of Valsalva. [0028] FIG. 16 is a top view of a sheet of material cut with straight edges for formation into a prosthetic conduit with an expanded section at a location which would correspond to sinuses of Valsalva. [0029] FIG. 17 is a top view of two sheets of material for formation into a two section prosthetic conduit having an expanded section. [0030] FIG. 18 is a top view of a leaflet for formation into a prosthetic valve. [0031] FIG. 19 is a top view of three leaflets of FIG. 18 joined together. [0032] FIG. 20 is a top view of three leaflets joined to a section of material to form a structure that can be contoured to form a prosthetic conduit with a prosthetic valve having flexible leaflets in which the prosthetic conduit has an expanded section. [0033] FIG. 21 is a top view of a sheet of tissue cut to include leaflets sections that can be folded into position along the prosthetic conduit. [0034] FIG. 22 is a top view of a sheet of sheet of tissue for a prosthetic conduit with cut leaflet sections attached. DETAILED DESCRIPTION OF THE INVENTION [0035] Improved prosthetic conduits may include structures with an expanded section at locations corresponding with sinus structures of arteries near the attachment to the heart. The expanded section reflects the expanded character of the natural sinuses, but may or may not have a similar shape as the natural sinuses. The inclusion of the expanded section is particularly appropriate when the native sinuses are removed. To maintain proper coaptation of the valve, the prosthetic conduit can include a reinforcement between the expanded section and an adjacent unexpanded section to inhibit unwanted dilation at the intersection of the two sections, such that the coaptation of the leaflets is maintained. Similarly, reinforcements can be located at the inflow edge to help to maintain valve function. Reinforcements can be advantageously used adjacent prosthetic valves even in embodiments in which the prosthetic conduit does not have an expanded section, for example, if the native sinuses are not removed. The presence of an expanded section analogous to the natural sinuses facilitates the reattachment of the coronary arteries to an aortic prosthesis. In additional embodiments, the conduit includes specific structure that provides for simplified attachment of the coronary arteries to the conduit. In general, the improved prosthetic conduits, especially those with reinforcements, can be particularly advantageous when native heart valves are replaced with prosthetic valves without a stent. The conduit may or may not include a heart valve as part of the conduit. [0036] Damaged or diseased natural heart valves can be replaced with prosthetic valves to restore valve function. The aortic heart valve and the pulmonary heart valve are located at the points of connection between the heart and arteries, the aorta and the pulmonary artery, respectively. During the replacement of the aortic heart valve and/or the pulmonary heart valve, a portion of prosthetic conduit can be used to replace a portion of the respective arteries. Furthermore, a portion of the arteries can be replaced as part of a procedure to repair the heart valves. In addition, a portion of the arteries can be replaced adjacent the heart due to disease or damage of the artery to reconstruct the artery without repairing or replacing the valve. The patient can be an animal, especially a mammal, and preferably is a human. [0037] Mechanical heart valve prostheses can have leaflets formed from a rigid material that pivot to open and close the valve. Mechanical valves generally have an orifice ring that forms the valve lumen with one or more leaflets attached to the orifice ring. Alternatively, the heart valve prostheses can have flexible leaflets that flex to open and close the valves. Flexible leaflets can be formed from tissue or flexible polymers. [0038] In a prosthetic valve with flexible leaflets, the leaflets are supported by a support structure that includes commissure supports and scallops between the commissure supports. In some embodiments, the support structure includes a rigid component that maintains the leaflet function of the valve against the forces opening and closing the valve. Valves with a rigid support structure are termed stented valves, and the rigid support is called a stent. The stent provides a scaffolding for the leaflets. The stent generally is sufficiently rigid such that only the base of the stent is attached to the patient or other device. [0039] In alternative embodiments, the support structure is not sufficiently rigid to maintain the leaflet function of the valve against the forces opening and closing the valve. In these embodiments, the valve is termed stentless. In a stentless valve, the support structure also has commissure supports at which the free edge of the leaflets connect with the support structure, and scallops which support the attached edge of the leaflets. However, in the stentless valve, the support structure is less rigid such that both edges of the support structure, i.e., the inflow edge and the outflow edge, must be secured, such as by suturing or other fastening approach, to other anatomical structures, such as the wall of a blood vessel, or to other device structures, such as a prosthetic conduit, to prevent the valve from collapsing against the fluid pressure. The prosthesis, especially a stentless prosthesis, can also have scallops along the inflow edge to approximately match the native annulus following removal of the native leaflets. [0040] Regardless of the particular design, valve leaflets are configured to open and close in response to changes in blood flow. In particular, the leaflets function as one way check valves that open to allow flow in a desired direction and close in response to pressure differentials to limit reverse flow. Thus, when blood is flowing downstream, the leaflets fully open to allow for flow through the valve. The leaflets correspondingly close to inhibit flow upstream. For the aortic and pulmonary valves, the valves open for flow from the heart into the arteries and close to resist flow back from the arteries into the heart. [0041] The conduit prostheses described herein can be used for the replacement of the aorta adjacent the heart or the pulmonary artery adjacent the heart. Prostheses for replacement of the pulmonary artery do not attach to coronary arteries or the equivalent thereof. Thus, the prostheses for the replacement of pulmonary arteries are correspondingly simpler than the prostheses for the replacement of the section of the aorta. [0042] The aorta and pulmonary artery have a small dilated section with three sinuses adjacent the attachment site to the heart. The dilated sections of the aorta and pulmonary artery are termed the sinuses of Valsalva. The sinuses extend between the commissures of the valve. Thus, the native valve is located within the sinuses section of the artery. The sinuses provide space for the opening of the leaflets and, in the case of the aorta, for attachment of the coronary arteries. Downstream, the sinuses connect to an undialated portion of the respective arteries, the pulmonary artery or the ascending aorta. [0043] For the aorta, two coronary arteries, the left coronary artery and the right coronary artery, attach to the sinuses. These arteries provide the blood flow to the heart muscle. Sufficient blood flow to the heart muscle is necessary for heart function. In a native aorta, the coronary arteries are positioned to avoid the natural commissures supporting the native leaflets of a native aortic valve. Replacement of the valve and/or the adjacent section of the aorta should provide for maintaining flow from the aorta into the coronary arteries. [0044] In embodiments of particular interest, the prosthetic conduit includes an expanded section corresponding to the location of the natural sinuses of Valsalva. The prosthetic conduit further includes a generally cylindrical section extending from the expanded section. In some embodiments, a reinforcement is placed at or near the connection between the expanded section and the generally cylindrical section. The presence of the expanded section can provide for structure near the heart valve that is more similar to native structure and function. [0045] A reinforcement, in general, can prevent undesirable dilation whether or not the prosthetic conduit includes an expanded section. Suitable reinforcements generally are positioned at the inflow edge, downstream from the valve at the top of commissure supports and/or at the outflow edge. If an expanded section is present, a downstream reinforcement generally is placed at or near the junction of the expanded section and the generally cylindrical section. To provide an appropriate level of reinforcement, the reinforcement generally encircles the circumference of the prosthetic conduit, although the reinforcement can encircle a significant fraction of the circumference with one or several disconnected sections rather than the entire circumference. [0046] Replacement of the aorta or pulmonary artery or portions thereof may also involve replacement of the heart valve. If the heart valve is also replaced, the valve and section of aorta or pulmonary artery can be replaced as a single unit or as two components. Mechanical prosthetic valves generally have a low profile such that the orientation of the valve with respect to the coronary arteries is not significant. However, valves with flexible leaflets have a higher profile such that the support structure has to be positioned with the commissure supports oriented to avoid blocking the coronary arteries. The structure of the prosthetic conduit can be designed to facilitate orientation of the prosthetic valve by including structure and/or markings that indicate the valve orientation within the prosthesis. [0047] The coronary arteries may or may not be disconnected from the aorta when a section of aorta near the heart, i.e., the ascending aorta, is removed for replacement. Specifically, the aorta can be severed along the sinuses, leaving the coronary arteries intact along a portion of the sinuses at the attachment to the native heart valve. The prosthetic conduit can be shaped to attach to the remaining portion of the sinuses while avoiding the coronary arteries. Alternatively, the aorta can be severed along the scallops of the valve such that the coronary arteries are disconnected from the valve. In further embodiments, the prosthetic conduit can replace the entire aorta adjacent the heart such that the coronary arteries are attached to the conduit. The presence of the expanded section facilitates attachment of the prosthetic conduit in the aortic position with the coronary arteries. Since the coronary arteries are positioned for attachment to the natural sinuses, the presence of prosthetic sinuses can involve reattachments taking into account the natural positioning of the coronary arteries. [0048] If the corresponding heart valve is not replaced, the end of the prosthetic conduit can be shaped to attach to the section of the sinuses that is not removed. For the aorta, the expanded section of the prosthesis should be attached to account for the presence of the coronary arteries. Even though the aorta can be cut along the sinuses while leaving the coronary arteries intact, it may be desirable to cut the sinuses along the scallops of the valve, in which case, the coronary arteries would be disconnected from the remaining sections of the aorta. [0049] In other embodiments, the heart valve prosthesis is replaced along with a portion of the artery while leaving the natural sinuses or a portion thereof intact. For the aorta, the prosthetic valve can be implanted following removal of the native leaflets while leaving the coronary arteries and the corresponding section of the aorta intact. In these embodiments, the section of the prosthetic conduit can have the same conduit structure with an expanded section as the embodiments in which the aortic heart valve is not replaced. The heart valve can be replaced with a prosthetic valve with flexible leaflets that is parachuted down the remaining section of artery. The aortic valve is positioned with the proper location and orientation relative to the attached coronary arteries. [0050] In additional embodiments, the entire artery adjacent the heart is removed. The native heart valve is also removed and replaced with a prosthetic valve. In these embodiments, for the aorta, the coronary arteries are attached to the prosthetic conduit. If the prosthetic valve is a mechanical valve with a typical low profile, the orientation of the valve relative to the placement of the coronary arteries generally is not as important since the coronary arteries are generally connected to the conduit far enough away from the valve that the valve structure does not block flow into the coronary arteries. If the orientation of the mechanical valve is significant, the valve can be oriented with markings, as appropriate, to guide the implantation. For prosthetic aortic valves with flexible leaflets, the orientation of the valve is significant to avoid blocking flow into the coronary arteries with the commissure supports. [0051] If the portion of artery adjacent the heart is replaced along with the corresponding heart valve, the prosthesis can be formed as a single unit with the valve attached to the conduit. This single unit should provide for the attachment of the coronary arteries. In some of these embodiments, generally embodiments with mechanical valves, the coronary arteries can be attached at selected locations during implantation by the surgeon by forming small holes in the conduit and connecting the arteries to an appropriately placed hole. The conduit can include markings to facilitate orientation of the conduit and valve as well as for proper placement of the coronary arteries for the aorta. Alternatively, the conduit can include tubules that extend from the conduit for attachment of the coronary arteries. Since the prosthesis is formed as a unit, the tubules can be positioned during assembly to avoid the support structure of the leaflets as well as for appropriate positioning for the attachment of the coronary arteries. The prosthesis can be oriented for implantation by orienting the tubules for convenient attachment of the coronary arteries. [0052] In alternative embodiments, the prosthesis includes two components that interconnect to complete the replacement of the removed native tissue. One interconnecting component of the complete prosthesis, the conduit component, is a prosthetic conduit. The second interconnecting component, the valved component, includes the prosthetic heart valve along with the portion of the prosthetic conduit surrounding the valve. Since the component is formed with the valve already attached to the portion of conduit, the implantation involves attachment of the valved component to the heart. The interconnecting components generally are designed to provide for the attachment of the coronary arteries, especially for prosthetic valves with flexible leaflets. For example, the coronary arteries can be attached to appropriately placed holes in the side of the conduit between the commissure supports. Alternatively, the conduit can include tubules for the attachment of the coronary arteries. The conduit component and the valved component fit together to complete the prosthesis with appropriate orientation of the components to account for the positioning and attachment of the coronary arteries. [0053] Approaches used to form the various components can be selected based on the type of material being used. Specifically, tissue components can be assembled from sections of tissue to have the particular shape. Sheets of tissue or other biocompatible material can be shaped and fastened in a particular tubular form of the conduit structure. The prosthetic heart valves generally can be formed separately and then attached to a conduit section, if appropriate, when the conduit section is being shaped into the tubular form. Alternatively, the valve components can be assembled as an integral part of the conduit when forming the overall prosthesis. [0054] Having an expanded portion in the conduit provides for functioning of the heart valve more similarly to the native structure than with prosthetic conduits without an expanded section. Natural sinuses can provide an increased valve lumen and pressure differentiation at the valve. For the aorta, the expanded portion simplifies the attachment of the coronary arteries since the expanded portion extends outward to mimic native sinuses. In contrast, in embodiments without the expanded portion, the coronary arteries are positioned to compensate for the extra distance to a generally cylindrical conduit section. A reinforcement at appropriate positions along the prosthetic conduit can prevent or limit the expansion of the prosthetic conduit and the corresponding deformation of the valve. [0055] In embodiments with a prosthetic valve, the prosthesis can provide for simplified attachment of both the valve and the conduit. In particular, the prostheses are designed for convenient attachment of the coronary arteries while simultaneously accounting for the positioning of commissure supports for valves with flexible leaflets. If the portion of the aorta adjacent the heart is replaced, forms of attachment along the expanded section to tubules or to holes in the conduit can be used to facilitate reattachment of the coronary arteries without interference from the support structure of the valve, especially if the valve has flexible leaflets. Due to these improved features, the surgical times can be reduced so that the patient's time on a by-pass machine can be correspondingly reduced. [0056] Prosthetic Conduits [0057] The prostheses described herein generally include a prosthetic conduit for the replacement of a portion of the aorta or the pulmonary artery adjacent or near the heart. The prostheses may or may not include a prosthetic valve. Prostheses that include a prosthetic valve are described further below. Prosthetic conduits can be used when the heart valve is separately replaced with a portion of the aorta or pulmonary artery adjacent the valve remaining intact. In preferred embodiments, the prosthetic conduit has an expanded section corresponding to the sinuses of the native aorta or pulmonary artery. However, some of the features for attachment of coronary arteries can be incorporated into improved prosthetic conduits without an expanded section. In some embodiments, the conduit includes tubules for the attachment of the coronary arteries to the conduit to provide fluid communication between the interior of the conduit and the coronary arteries. [0058] Referring to FIG. 1, an embodiment of a prosthetic conduit is shown. Prosthetic conduit 100 includes a generally cylindrical section 102 and an expanded section 104. In some embodiments, prosthetic conduit 100 has an optional reinforcement 106 at or near junction 108 of cylindrical section 102 and expanded section 104. Prosthetic conduit 100 can optionally include a sewing ring 110 and/or a reinforcement. In general in the embodiments herein, sewing rings may or may not be included at the inflow and outflow edges of the prosthetic conduits. If formed appropriately, the sewing ring may also provide reinforcement of the prosthetic conduit. However, the sewing ring may not be present, or the sewing ring may not provide significant reinforcement of the conduit. Thus, a separate reinforcement with the properties described herein can be added at the outflow and/or inflow edges of the conduit, optionally along with reinforcements in other locations along the conduit, such as optional reinforcement 106 of FIG. 1. [0059] Prosthetic conduits generally can be formed in a range of sizes to accommodate a particular patient. For example, the prosthetic conduit could be produced in a series of sizes, such as six sizes or more than six sizes, such that the physician can select one of the sizes for implantation. Pulmonary prosthetic conduits are on average smaller than aortic prosthetic conduits. The diameter of the generally cylindrical section typically would vary according to the natural geometry of the patient. For most patients, the average diameter of the generally cylindrical section of an aortic prosthetic conduit would range from about 20 millimeters (mm) to about 40 millimeters, and in further embodiments, from about 20 mm to about 35 mm. Similarly, the average diameter of the generally cylindrical section of a pulmonic prosthetic conduit would range from about 8 mm to about 30 mm, and in further embodiments, from about 12 mm to about 24 mm. While generally cylindrical section 102 has a generally cylindrical shape, it may be slightly tapered and/or slightly irregular in shape. However, the diameter of generally cylindrical section 102 generally varies along its length by no more than about eight percent from the average diameter, in other embodiments, by no more than about five percent from the average diameter, and in further embodiments, by no more than about three percent from the average diameter. A person of ordinary skill in the art will recognize that additional ranges between these particular ranges are contemplated and are within the present disclosure. [0060] In contrast with the generally straight surface along the axial direction of the generally cylindrical section, the expanded section 104 generally has a curved surface along the flow direction. The curved surface can have a sinus shape, a partial spherical shape or other convenient shape. The structure of the valve may influence the shape of the expanded section. For example, in embodiments in which the native valve is maintained, scalloped edges of the expanded section attach to the native structure and the expansion about the attachment edge may naturally form some lobed-type configuration, although the lobes may have different shapes from natural sinuses. Expanded section 104 generally increases in diameter along curved surface 112 with distance from junction 108 and may reach a maximum diameter such that the diameter then decreases toward inflow edge 114. In general, the maximum diameter of expanded section 104 is at least about 10% larger than the average diameter of the generally cylindrical section 102, in other embodiments at least about 12% larger, in further embodiments at least about 15% larger, and in still other embodiments, about 20% larger than the average diameter of the generally cylindrical section. A person of ordinary skill in the art will recognize that additional ranges within the explicit ranges above are contemplated and are within the present disclosure. Optional reinforcement 106 resists or prevents dilation of the conduit along generally cylindrical section 102. [0061] Generally, reinforcements anywhere along the prosthetic conduit, such as reinforcement 106, is a section of material separate from the prosthetic conduit, although a reinforcement can be a rolled up section of the material of the prosthetic conduit that is then attached to the prosthetic conduit to complete the formation of the prosthetic conduit. Reinforcements generally encircle the circumference of prosthetic conduit, although the reinforcement can encircle a significant portion of the circumference in alternative embodiments. Reinforcements can have various shapes consistent with the location along the circumference of the prosthetic conduit. In particular, the reinforcement can have various shapes, such as a ring, a band shape, an irregular shape or other shape that encircles the conduit as desired. Reinforcements can be radio-opaque for imaging purposes. The thickness of a reinforcement generally depends on the material used to form the reinforcement. In general, a reinforcement has a thickness from about 0.1 mm to about 3 mm, and in other embodiments, from about 0.2 mm to about 2 mm. [0062] While embodiments of particular interest have an expanded section, reinforcements can be useful to prevent dilation of other prosthetic conduits without an expanded section. In particular, reinforcements can be effective to prevent dilation of a prosthetic conduit adjacent a valve to maintain proper coaptation of the valve. Prosthetic conduits adjacent a valve tend to be subjected to dilation due to forces from the valve function and pressure increases upon valve opening. The valve can be a mechanical valve or a prosthetic valve with flexible leaflets. Generally, the reinforcement is placed within about 2 centimeters (cm) from the downstream edge of the prosthetic valve, in other embodiments within about 1 cm, and in further embodiments, within about 0.5 cm from the downstream edge of the prosthetic valve. The placement of the reinforcement can be influenced by the particular type of valve. Larger distances may be appropriate for embodiments with a mechanical valve or a stented valve, and shorter distances may be appropriate for embodiments with a stentless valve or for conduits without valves. [0063] In some embodiments, the inflow edge of the prosthetic conduit is shaped to facilitate attachment of the conduit to native anatomy. Referring to FIG. 2, prosthetic conduit 120 has a generally cylindrical section 122, an expanded section 124, and a reinforcement 126 at junction 128 between generally cylindrical section 122 and expanded section 124. Inflow edge 130 has an optional sewing ring 132 and/or reinforcement. While prosthetic conduit 100 of FIG. 1 has an approximately planar inflow edge 114, prosthetic conduit 120 of FIG. 2 has a shaped inflow edge 130. As shown in FIG. 2, inflow edge 130 has a scallop shape with three sinuses 134, 136, 138. The sinuses of this embodiment can be generally analogous to native sinuses. The scalloped inflow edge is suitable for attachment to a native valve in which the scallops of the conduit fit between and attach to the scallops and commissures of the native valve support. During implantation, the coronary arteries can be attached along two of sinuses 134, 136, 138 that are aligned for attachment of the arteries. Holes can be formed in the sinuses, with a punch, scissors, scalpel or the like, for the attachment of the coronary arteries. Similarly, sinuses 134, 136, 138 can be positioned between commissures of a prosthetic valve with flexible leaflets. Attachment of prosthetic conduit 120 along sewing ring 132 provides a secure attachment while reducing the risk of piercing a leaflet during implantation. As an alternative to the use of a sewing ring, the edge can be trimmed to match the native anatomy such that the edge can be directly attached to the native structure. Other shapes of the inflow edge can be used to facilitate attachment for a particular situation. For example, a particular shape of the inflow edge can be used with a separate prosthetic valve component to facilitate implantation and joining of the two components of the prosthesis. [0064] In other alternative embodiments, the prosthetic conduit includes tubules for the attachment of the coronary arteries. Referring to FIGS. 3-5, prosthetic conduit 150 includes a generally tubular section 152, an expanded section 154, a reinforcement 156 and an optional sewing ring 158 and/or inflow edge reinforcement. Tubules 160, 162 extend from expanded section 154 for the attachment of the right and left coronary arteries. Referring to FIG. 5, tubules 160, 162 provide for fluid flow from the interior 166 of expanded section 154 through the tubules, as noted with the arrows in FIG. 5. [0065] Prosthetic conduits can be formed from natural materials, synthetic materials or combinations thereof. Suitable natural materials include, for example, tissue. Appropriate bioprosthetic tissue materials can be formed from natural tissues, synthetic tissue matrices and combinations thereof. Synthetic tissue matrices can be formed from extracellular matrix proteins that are crosslinked to form a tissue matrix or from synthetic materials, such as polymers, that have or have had viable cells associated with the matrix. Thus, tissue materials have viable cells or structures formed from cells that are no longer present. Suitable polymers, such as polyesters, and extracellular matrix proteins, such as collagen, elastin and combinations thereof, for incorporation into a synthetic tissue matrix are commercially available. A tissue material can form the entire prosthetic conduit or it can form one or more portions of the prosthetic conduit. [0066] Natural, i.e. biological, tissue material for use in the invention includes relatively intact tissue as well as decellularized tissue. These natural tissues may be obtained from, for example, native heart valves, portions of native heart valves such as roots, walls and leaflets, pericardial tissues such as pericardial patches, amniotic sacs, connective tissues, bypass grafts, tendons, ligaments, skin patches, blood vessels, cartilage, dura mater, skin, bone, fascia, submucosa, umbilical tissues, and the like. Natural tissues are derived from a particular animal species, typically mammalian, such as human, bovine, equine, ovine, porcine, seal or kangaroo. These tissues may include a whole organ, a portion of an organ or structural tissue components. [0067] Suitable natural tissues include xenografts, homografts and autografts. These natural tissues generally include collagen-containing material. Natural tissue is typically, but not necessarily, soft tissue. Tissue materials are particularly useful for the formation of tissue heart valve prostheses. The tissue can be decellularized. [0068] Tissue materials can be fixed by crosslinking. Fixation provides mechanical stabilization, for example, by preventing enzymatic degradation of the tissue. Glutaraldehyde, formaldehyde or a combination thereof is typically used for fixation, but other fixatives can be used, such as epoxides, epoxyamines, diimides and other difunctional aldehydes. In particular, aldehyde functional groups are highly reactive with amine groups in proteins, such as collagen. Formaldehyde generally does not function alone as a satisfactory crosslinking agent. However, formaldehyde is a common sterilant used to store tissue following glutaraldehyde crosslinking. Epoxyamines are molecules that generally include both an amine moiety (e.g. a primary, secondary, tertiary, or quaternary amine) and an epoxide moiety. The epoxyamine compound can be a monoepoxyamine compound and/or a polyepoxyamine compound. In some embodiments, the epoxyamine compound is a polyepoxyamine compound having at least two epoxide moieties and possibly three or more epoxide moieties. In some preferred embodiments, the polyepoxyamine compound is triglycidylamine (TGA). [0069] Suitable synthetic materials for incorporation into a prosthetic conduit include polymers. Polymeric materials can be fabricated from synthetic polymers as well as purified biological polymers. Appropriate synthetic polymers include, for example, polyamides (e.g., nylon), polyesters, polystyrenes, polyacrylates, vinyl polymers (e.g., polyethylene, polytetrafluoroethylene, polypropylene and polyvinyl chloride), polycarbonates, polyurethanes, poly dimethylsiloxanes, cellulose acetates, polymethyl methacrylates, ethylene vinyl acetates, polysulfones, nitrocelluloses and mixtures, derivative and copolymers thereof. These synthetic polymeric materials can be woven or knitted into a mesh to form a matrix or substrate. Alternatively, the synthetic polymer materials can be molded or cast into appropriate forms. Biological polymers can be naturally occurring or produced in vitro by fermentation and the like or by recombinant genetic engineering. Suitable biological polymers include, for example, collagen, elastin, silk, keratin, gelatin, polyamino acids, polysaccharides (e.g., cellulose and starch) and copolymers thereof Polymer materials can be impregnated with structural proteins, such as collagen, to impart desired levels of resistance to leaking. [0070] The reinforcements can be formed from natural materials, synthetic materials or a combination thereof. The reinforcement preferably is somewhat flexible, although the reinforcement generally is formed from a durable and non-extensible material. In general, the reinforcement can be formed from one or more layers of tissue, such as pericardium, that is placed around the prosthetic conduit and sutured, stapled, glued or otherwise fastened around the conduit. The reinforcement can be similarly formed from one or more layers of fabric or other polymer sheeting. Similarly, the reinforcement can be formed from a roll of tissue or synthetic material. Also, the reinforcement can be formed from bands of metal or other inorganic material. [0071] Sewing rings can be formed also from tissue materials and/or synthetic polymer materials. In addition to the synthetic polymers described above, sewing rings can be formed from bioresorbable polymers. Suitable bioresorbable polymers include, for example, dextran, hydroxyethyl starch, derivatives of gelatin, polyvinylpyrrolidone, polyvinyl alcohol, poly[N-(2-hydroxypropyl) methacrylamide], poly(hydroxy acids), poly(epsilon-caprolactone), polylactic acid, polyglycolic acid, poly(dimethyl glycolic acid), poly(hydroxy butyrate), and similar copolymers. [0072] Prosthetic Heart Valves [0073] The aortic heart valve or the pulmonary heart valve can be replaced along with the portion of the aorta or pulmonary artery. The valve can be secured to native structure during implantation, or the prosthetic valve can be combined with a portion of the prosthetic conduit. Specifically, mechanical valves can be secured to the native valve root or to a prosthetic conduit. A valve with flexible leaflets can be secured to both the native valve root and a portion of the native artery extending from the native valve root or, alternatively, to a portion of the prosthetic conduit that is then fastened to the native valve root. If the valve is secured to native structure, the implantation of the prosthetic valve can be performed in the same surgical procedure as the replacement of an adjacent section of aorta or pulmonary artery with the prosthetic conduit. [0074] A representative mechanical heart valve is shown in FIG. 6. A bileaflet mechanical heart valve prosthesis 200 includes an orifice ring 202, which retains two occluders 204, 206. Occluders 204, 206 rotate at pivots 212, 214 and two additional opposed pivots (not shown) symmetrically positioned on the inner luminal surface 216 of orifice ring 202. Inner luminal surface 216 of orifice ring 202 forms a flow path through the valve that can be opened or closed by the pivoting of occluders 204, 206. Blood flows through valve 200 in an effectively unidirectional way. A sewing ring 218 is placed around orifice ring 202 to facilitate attachment with the patient's tissue during implantation of the valve. Other mechanical valves, including, for example, valves with a single leaflet or more than two leaflets or a ball and cage design, can be used in place of the particular embodiment in FIG. 6 as replacement for the native aortic valve or pulmonary valve. [0075] An embodiment of a stentless tissue-based heart valve prosthesis is shown in FIG. 7. Heart valve prosthesis 250 includes a harvested tissue heart valve 252, such as a porcine valve. For implantation of a porcine valve into a human, harvested tissue valve 252 generally is crosslinked to reduce the immune response. Prosthesis 250 can further include a fabric cover 254. Valve 252 has three leaflets 256, 258, 260 that meet at coaptation surfaces 262. Valve 252 has a generally annular base 264 and three commissure supports 266, 268, 270 at which the free edge of the leaflets attach. Three scallops 272 extend between commissure supports 266, 268, 270 along the upper edge of the prosthesis. Lower edge 274 of prosthesis 250 is the inflow end, and upper edge 276 is the outflow end. In this embodiment, lower edge 274 is generally planar, in contrast with the scalloped upper edge 276 of the prosthesis. The prosthesis shown in FIG. 7 is suitable for implantation at the aortic or pulmonary positions in a heart. [0076] Alternative embodiments of heart valve prostheses with flexible leaflets involve assembly of leaflets in a desired shape from a tissue or polymer material. One or more leaflets are assembled in association with a support structure to form either a stented or stentless valve, depending on the nature of the support structure. The support structure can be formed from natural materials, synthetic materials or a combination thereof. [0077] A representative embodiment of a stented valve with flexible leaflets is shown in FIG. 8. Heart valve prosthesis 300 includes leaflets 302, 304, 306 and stent 308. Stent 308 includes commissure supports 310, 312, 314 and scallops 316, 318, 320 between the commissure supports. Free edges 322, 324, 326 of leaflets 302, 304, 306, respectively, join stent 308 at the commissure supports 310, 312, 314. Attached edges 328, 330, 332 of leaflets 302, 304, 306 also attach to stent 308 along scallops 316, 318, 320. Base 334 of stent/support structure 308 generally is a cylindrical ring that forms the opening into the valve at the upstream or inflow end of the valve. Other stented and stentless polymer and tissue based valves can similarly be used and may have fewer or more leaflets than the three leaflet valve shown in FIG. 8. The design of polymer leaflets for prosthetic heart valves is described further in copending and commonly assigned U.S. patent application Ser. No. 09/955,703 to Cai et al., entitled "POLYMER LEAFLET DESIGNS FOR MEDICAL DEVICES," incorporated herein by reference. [0078] Prostheses With Conduits and Valves [0079] The prostheses can include both a prosthetic conduit and a prosthetic valve. These prostheses can be a single integral unit with the valve integrated into a section of prosthetic conduit. Alternatively, the prostheses can include two or more sections of prosthetic conduit that fit together to form an entire conduit section with one section including the prosthetic valve. Whether or not a prosthesis has one or more sections of prosthetic conduit, a conduit for aortic replacement generally includes appropriate structure for the connection of the coronary arteries. Also, if the valve has a profile extending sufficiently into the artery, the valve should be mounted such that the valve commissure supports do not interfere with flow into the coronary arteries. [0080] A first embodiment of a prosthesis with a single prosthetic conduit portion and a prosthetic heart valve is shown in a cut-away view in FIG. 9. Prosthesis 350 includes prosthetic conduit 352 and mechanical heart valve 354. Prosthetic conduit 352 includes a generally cylindrical section 356, an expanded section 358 and optional reinforcement 360. This embodiment can be used for replacement of the pulmonary heart valve and a corresponding section of the pulmonary artery if the valve is placed is placed away from the inflow edge 368, as shown in phantom lines in FIG. 9. Also, the aortic valve and corresponding section of the aorta can be replaced with prosthesis 350 if the valve has a sufficiently low profile such that the coronary arteries can be connected to holes in the side of the conduit without interference from the valve leaflets. If it is desirable to orient the valve, markings 362 can be placed on the exterior of the prosthesis to correspond to the commissures of the valve. In alternative embodiments for the aorta, tubules can provide fluid communication between the interior of expanded section 358 and the exterior of conduit 352 for the attachment of coronary arteries. [0081] Mechanical valve 354 and an optional sewing ring 366 are connected together with conduit 352 at the inflow edge 368 of conduit 352. In the embodiment of FIG. 9, mechanical valve 354 includes an orifice ring 376 and two leaflets 378, 380 that pivot to open and close the lumen within orifice ring 376. If prosthetic valve 354 has a profile that does not approach the locations for connecting the coronary arteries, the coronary arteries can be attached to the prosthesis without particular attention to the orientation of the valve. [0082] The dimensions of prosthetic conduit 352 are generally similar to the dimensions of the prosthetic conduits in FIGS. 1-3 except that the expanded section covers the valve. In valved embodiments, the expanded 358 section generally reaches a maximum diameter along the axial, i.e., flow, direction and has a smaller diameter relative to the maximum at both the connection with the valve and the connection with the generally cylindrical section 356. The maximum diameter is generally equivalent to the maximum diameters for the embodiments in FIGS. 1-3. The diameter at the inflow edge is generally no more than about 10% greater than the average diameter of the generally cylindrical section and may be approximately equal to the average diameter of the generally cylindrical section. Suitable materials for formation of the prosthetic conduit are described above. [0083] An alternative embodiment of a valved prosthesis is shown in a cut-away view in FIG. 10. Prosthesis 400 includes a prosthetic conduit 402 and a prosthetic valve 404 having flexible leaflets. Prosthetic conduit 402 includes a generally cylindrical section 406, an expanded section 408 and a reinforcement 410. Optional tubules 412, 414 provide fluid communication between the interior of conduit 402 and the exterior of conduit 402 for the attachment of coronary arteries. Prosthetic valve 404 and optional sewing ring 416 and/or reinforcement are connected together with conduit 402 at the inflow edge 418 of conduit 402. In the embodiment of FIG. 10, prosthetic valve 404 includes a support structure 430 with commissure supports 432 (with one shown in FIG. 10) and flexible leaflets 434, 436. Prosthetic valve 404 can be stented or stentless. The inflow edge generally can be planar or scalloped. Prosthetic valve 404 can include one, two, three or more flexible leaflets and a corresponding number of commissure supports to support the leaflets. [0084] Commissure supports 432 are oriented such that the commissure supports do not block the flow into tubules 412, 414. Thus, by taking into account the orientation of valve 404 relative to the tubules during the manufacture of prosthesis 400, the surgeon does not need to worry about the orientation of valve 404 during implantation other than orienting the tubules for attachment of the coronary arteries. By attaching the coronary arteries at tubules 412, 414, proper function of the prosthesis is obtained without any inappropriate blockage due to the valve commissures. Valve 404 can be stented or stentless. If valve 404 is stentless, support structure 430 is attached to the inner walls of expanded section 408 to maintain valve function against fluid pressures. For embodiments with stentless valves, the support structure generally cannot be expanded significantly without effecting proper coaptation of the leaflets, although the support structure may flare out slightly. Thus, the expanded section forms lobes between the commissures and scallops of the support structure. While the inflow edge is shown as planar, the inflow edge can include a slight scalloped shape to facilitate attachment to the native annulus following removal of the native leaflets. [0085] Embodiments similar to the prosthesis in FIG. 10 without tubules can be used for replacement of the pulmonary heart valve and adjacent section of the pulmonary artery. Similarly, the aortic heart valve and adjacent section of aorta can be replaced with an embodiment similar to the prosthesis in FIG. 10 without tubules 412, 414 if attachment of the coronary arteries can be performed without interference from the commissure supports. In particular, embodiments without tubules can be used for aortic implantation if appropriate markings are placed on the outside of the prosthesis to direct the surgeon how to orient the valve and/or to indicate appropriate locations for the attachment of the coronary arteries. For example, the outline of the commissure supports can be marked on the outside of section 408 such that holes can be made away from the commissure supports for attachment of the coronary arteries. The markings of the commissure supports can be similarly used to orient the prosthesis for implantation. In additional embodiments, expanded section 408 and/or reinforcement 410 can be omitted. For example, tubules 412, 414 can be attached directly to generally cylindrical section 406 that connects to the prosthetic valve. While such embodiments would not have the advantages provided by the expanded section, the presence of the tubules can provide advantages for the attachment of the coronary arteries. Similar variations are possible for the embodiment shown in FIG. 9. [0086] Additional embodiments of the prosthesis include two or more sections of conduit that are connected to complete the prosthesis. While these sections can be implanted in any order, generally the valved section is implanted first, then the non-valved section(s) is (are) attached to the valved section, and the artery is attached to the implanted prosthesis. A first embodiment of a prosthesis with multiple sections of prosthetic conduit is shown in a cut-away view in FIG. 11. Prosthesis 450 includes a first section 452 and second section 454. First section 452 includes a generally cylindrical portion 456, a reinforcement 458, an expanded attachment section 460 and an optional sewing ring 462. Expanded attachment section 460 attaches to second section 454. The size of expanded attachment section 460 can be selected to facilitate connection of first section 452 and second section 454 as long as expanded attachment section 460 does not interfere with attachment of the coronary arteries. [0087] Second section 454 includes an expanded prosthetic conduit 470 and a prosthetic valve 472. Expanded prosthetic conduit 470 generally has curved walls and has a larger average diameter than generally cylindrical portion 456. Expanded prosthetic conduit 470 corresponds with the expanded sections of the prostheses in FIGS. 1-3, 9 and 10. As shown in FIG. 11, prosthetic valve 472 has flexible leaflets, although a mechanical valve can be substituted for the valve with flexible leaflets. Second section 454 further includes tubules 474, 476 for connection of the coronary arteries. Since the orientation of the valve is sufficiently visible when first section 452 is not attached, the prosthetic conduit is designed without tubules in alternative embodiments while still providing for the attachment of the coronary arteries. Thus, the second section 454 can be oriented visibly by the surgeon during implantation to allow for attachment of the coronary arteries at a hole in the prosthesis without resulting in blockage of flow into the arteries by the valve structure. Second section 454 also has an optional sewing ring 478 and/or reinforcement at the inflow edge 480 and an optional sewing ring 482 and/or reinforcement at the outflow edge 484. [0088] Some improved embodiments for replacement of the aorta can include reinforcements even without an expanded section. Referring to FIG. 12, prosthesis 500 includes a generally cylindrical prosthetic conduit 502 having an inflow edge 504 and an outflow edge 506, a valve 508, shown schematically in phantom lines within prosthetic conduit 502. Prosthetic conduit 502 can have one or more reinforcements. As shown in FIG. 12, prosthetic conduit 502 comprises a reinforcement 510 near the outflow edge of valve 508, reinforcement 512 near the outflow edge and reinforcement 514 near the inflow edge. Reinforcements 510, 512 and 514 reduce or eliminate dilation of the conduit due to fluid pressures. [0089] In embodiments for the replacement of the pulmonary artery, it may be particularly desirable to have a reinforcement at or near the outflow edge to prevent collapse of the prosthetic conduit due to pressure drops. Pressure at the outflow edge can reach values, for example, that are 1/5 of the pressure at the inflow edge. Referring to FIG. 13, prosthesis 516 has a prosthetic conduit 518 having an inflow edge 520 and an outflow edge 522, an optional valve 524, shown schematically in phantom lines within prosthetic conduit 518. In relevant embodiments, inflow edge 520 is generally about one centimeter to about 5 centimeters from valve 524. Prosthetic conduit 518 can have one or more reinforcements. As shown in FIG. 13, prosthetic conduit includes an outflow edge reinforcement 526, a reinforcement 528 near the inflow edge of valve 524 and reinforcement 530 near inflow edge 520. Generally, outflow edge reinforcement 526 is placed at the edge or within about one centimeter of the outflow of the valve. Outflow edge reinforcement 526 is generally stiff and is attached to prosthetic conduit 518 to resist collapse of the conduit. Outflow reinforcement 526 can have similar dimensions and can be formed from similar materials as other reinforcements. Reinforcement 530 may be oblong or oval shape and is generally stiff, although the reinforcement can be bendable to allow for adjustment in anatomy. Correspondingly, inflow edge 520 can be at an angle relative to the central axis of prosthetic conduit 518 to facilitate attachment to the heart. [0090] Construction of the Prosthetic Conduits [0091] The various embodiments of the prostheses can be assembled from appropriate sections of material. Using either natural or synthetic materials, prosthetic conduits can be formed directly from conduit shaped components. However, in other embodiments, prosthetic conduits are formed at least partially from sheet material with appropriate processing to form the curved portions of the prosthetic conduit. While the details of the assembly process will depend on the specific features of the prosthesis, these details can be adapted from the general description that follows. [0092] With respect to tissue materials, a xenograft aorta with the natural sinuses or pulmonary artery with the natural sinuses can be used for the prosthetic conduit following fixing, trimming, cutting to the desired dimensions, and other treatment. The natural conduits can be opened up for the attachment of a prosthetic valve, if desired, and reassembled to reestablish the conduit form using suture, staples, biocompatible adhesive, other like fasteners or combinations thereof. Suitable biocompatible adhesives are commercially available, for example, as surgical adhesives. Other natural conduits, such as intestine, bronchus or other large artery or vein, also can be adapted for use in the present prostheses. With respect to synthetic materials, polymers and the like can be extruded, molded, woven or cast into a shape, including the curves of the sinuses. As with natural tissue conduits, the formed synthetic materials can be opened up for the attachment of a prosthetic valve and reassembled to form the conduit. However, in other embodiments, a wide range of materials can be used if the materials are conformed into the desired shape, generally from planar sheet material. [0093] For a tissue-based prosthetic conduit without a valve, several illustrative approaches can be used for forming the prosthesis from initially planar, i.e., sheet, material. For example, the prosthetic conduit can be formed from a sheet of material, either tissue, such as pericardium, polymer, such as fabric, or other appropriate biocompatible material, that is shaped to accommodate the different diameters at the different portions of the prosthetic conduit. A representative sheet of material cut in a suitable form is shown in FIG. 14. Specifically, sheet 540 has a rectangular portion 542 and an expanded section 544. Rectangular portion 542 can be folded around a cylindrical shaft to bring the opposite edges together. The opposite edges can be stitched, glued or otherwised fastened to form a generally cylindrical section of the resulting prosthetic conduit. In addition, the opposite edges of the expanded section 544 can be fastened together to form the extended section of the resulting prosthetic conduit. While the resulting structure formed from connecting the attached edges of expanded section 544 may not have a balloon shape, it would have roughly the variation in diameter desired. Also, it can be placed over a spherical or other comparable shape to help the material conform more closely to a desired shape. A person of ordinary skill in the art will recognize that various shapes can function appropriately depending on the overall structure of the prosthetic conduit. [0094] Similarly, a rectangular or curved shape of planar tissue or other material can be placed over a mandrel having a desired shape to conform the material to the shape due to tension on the material against the mandrel. Tissue and some polymers will gradually distort to the shape of the mandrel if it is secured to the mandrel with the application of tension. An appropriate mandrel is shown in FIG. 15. Mandrel 550 includes a handle 552, a generally cylindrical section 554 and a curved section 556. Handle 552 provides for holding, supporting and moving the mandrel and can have convenient shape and size consistent with its function. For two component prostheses, generally two mandrels, one for each component, is used to shape the components. [0095] Generally cylindrical section 554 provides for the formation of a generally cylindrical section of the prosthetic conduit, and curved section 556 provides for the formation of the expanded section of the prosthetic conduit. Generally cylindrical section 554 and curved section 556 have appropriate sizes and shapes to form the corresponding sections. The top of curved section 556 generally can have any convenient shape since the material typically does not extend over the top of curved section 556. The tissue or other material is fastened temporarily to mandrel 550 since the material must be removed from the mandrel for use. For example, suction, a non-permanent biocompatible adhesive or suture can be used for the temporary mounting onto the mandrel. After removing the contoured material from the mandrel, a permanent seam can be put in place with suture, permanent adhesive or other fastener. [0096] With the use of a mandrel, the initial shape of the tissue or other material is somewhat less important since, to achieve the desired shape, the material can distort to conform to the mandrel. Overlap of material in the contoured configuration generally would not detract from the properties of the prosthesis. Thus, a material section with rectangular sections can be used, as shown in FIG. 16. Material section 560 has a first rectangular section 562, for forming the generally cylindrical section of the conduit, and a second rectangular section 564, for forming the expanded section of the conduit. Second rectangular section 564 is conformed to the shape of a mandrel to introduce desired curvature. More elaborate planar cuts can be performed. For example, the three dimensional shape that is desired can be formed as a planar projection that assembles directly into the approximate three dimensional shape. These cut sections can involve cut out sections such that the folds more closely assemble into the desired three dimensional surface similar to planar map projections of a globe. The object can be folded into the correct shape or placed on a mandrel with the seams sutured, glued or otherwise fastened to form the desired shape. [0097] The cutting of the tissue or other material to the appropriate shape can be performed by hand by a skilled technician. The material can be cut along a die or with a die with sharp edges. Alternatively, focused beam cutting can be used to introduce more automated features to the process. Focused beam cutting of tissue and other materials for the formation of prostheses is described, for example, in copending and commonly assigned U.S. patent application Ser. No. 09/755,424 to Guzik, entitled "Focused Beam Cutting Of Materials," incorporated herein by reference. [0098] To form the two-piece prosthetic conduit embodiments, such as the embodiment in FIG. 11, corresponding portions of material can be used to form each piece. For example, referring to FIG. 17, segments 570, 572 can be configured to form two elements of a prosthetic conduit that fit together to form a complete prosthetic conduit. Element 570 can be wrapped around a cylindrical member to form a generally cylindrical prosthetic conduit element with a portion for connecting to an expanded section. Element 572 can be wrapped to form an expanded section of a prosthetic conduit. In some embodiments, the expanded section becomes a valved portion of the prosthetic conduit. Element 572 can be wrapped around a spherical mandrel or other convenient shape that provides for joining the opposite edges to form a reasonably shaped expanded section. A one-piece prosthesis can be formed in two or more pieces that are connected to form the prosthesis. In these embodiments, each piece can be separately shaped. [0099] A prosthetic heart valve can be fastened to the appropriate prosthetic conduit before, during or after formation of the prosthetic conduit into the appropriate shape. In particular, mechanical valves, due to their relatively low profile, can be fastened to the prosthetic conduit after forming the conduit. The mechanical valve can be connected at the inflow edge of the prosthetic conduit with an attachment around the base of the valve, such as a single suture line, an adhesive bond, staples or the like. A stented prosthetic valve with flexible leaflets can be attached similarly to a mechanical valve since only the inflow edge is attached. The stent maintains leaflet function against fluid pressures without any further attachment of the commissure supports. [0100] A stentless prosthetic valve with flexible leaflets generally requires attachment of the commissure supports to the prosthetic conduit. Thus, a stentless prosthetic valve with flexible leaflets requires fastening at the inflow edge and the outflow edge. The outflow edge can be somewhat difficult to fasten within a prosthetic conduit, such as the conduits in FIGS. 1-3. Alternatively, the inflow edge can be fastened within an expanded prosthetic conduit component, such as second section 454 of FIG. 11. The outflow edge of the expanded section of the two component conduit prosthesis provides some access to the outflow edge of the valve within the conduit. [0101] In other embodiments, the inflow edge of the valve can be fastened to the conduit material as the prosthetic conduit portion is curved into the desired shape such that the contouring of the conduit and the fastening of the inflow edge, and possibly outflow edge, is performed as part of the operation of forming the conduit. The conduit material can cover the valve to introduce some shape along the inflow edge of the conduit, such as a slight scallop shape, to facilitate implantation along the natural annulus. In still other embodiments, individual leaflets can be fastened to the material forming the prosthetic conduit before the material is shaped and fastened into the conduit configuration. For example, a leaflet section 580 includes an individual leaflet 582 along with a portion of the aortic wall 584, as a support structure, as shown in FIG. 18. Leaflet sections 580, for example, can be harvested from a porcine valve or formed from pericardium. The leaflet component can be cut from a sheet of pericardium and shaped to have the scallop shape of the attached edge and the proper dimensions of the free edge to have desired coaptation when assembled with the other leaflets. Three leaflet sections 580 can be attached individually to the prosthetic conduit material, or the leaflets can first be fastened together to form a three leaflet section 586, as shown in FIG. 19. Referring to FIG. 20, three leaflet section 586 is attached to sheet 540 to form a valved-conduit form 588 that is contoured into a valved-conduit prosthesis. [0102] In addition, the conduit and the leaflets can be cut from sheets of biocompatible material, such as pericardium. In one embodiment, the leaflets are cut as a part of the conduit and the leaflet portions are folded into place and fastened. Referring to FIG. 21, cut tissue portion 600 includes a prosthetic conduit section 602 and three leaflet sections 604, 606, 608. Leaflet sections 604, 606, 608 are folded, as shown with the arrow, and fastened to position the leaflets along the prosthetic conduit. The conduit section is then contoured and fastened to form the prosthetic conduit with the leaflets appropriately positioned for valve function. Similarly, the leaflet sections can be cut from the same or a separate sheet of pericardium, or other biocompatible material, and fastened to the appropriate location on the section of biocompatible material to be formed into the prosthetic conduit. Referring to FIG. 22, leaflet sections 610, 612, 614 are fastened to prosthetic conduit section 616. The conduit section is contoured and fastened to form the prosthetic conduit. [0103] Implantation of the Prostheses [0104] The procedure for implanting the prosthetic conduit varies depending on the particular embodiment of the prosthesis and whether or not the corresponding heart valve is also replaced. Generally, with any of the prostheses, the patient is placed on cardiopulmonary bypass, and the patient's chest cavity is opened to provide access to the appropriate artery at the connection with the heart. An appropriate section of the artery is removed for replacement/reconstruction. [0105] If the heart valve is not replaced, the artery is cut near the heart along the sinuses of Valsalva with care not to damage the leaflets of the heart valve. The artery is also cut downstream from the sinuses such that the portion of the artery can be removed and replaced. Generally, the artery can be cut along the commissures and scallops of the valve. While the artery is severed, the heart valve can be accessed for examination and/or any repair. The removed section of artery can be replaced with an embodiment of the improved prosthetic conduits described herein. In particular, for appropriate embodiments, an expanded section of the prosthetic conduit is attached along the cut sinuses. The generally cylindrical section of the prosthetic conduit is attached to the other free end of the artery. Suture or alternatives to suture, such as staples, barbed pins, surgical adhesives and the like, can be used to secure the prosthetic conduit to remaining portions of the native artery. [0106] For the aorta, the coronary arteries may or may not be disconnected when the aorta is cut along the sinuses. Generally, the coronary arteries are cut along the surface of the aorta and reattached to the expanded section of the prosthetic conduit. For example, the coronary arteries can be inserted into a hole in the prosthetic conduit and sutured in place, or can be attached to a tubule and sutured in place. Again, suture or alternatives to suture can be used to secure the coronary arteries to the prosthetic conduit. The presence of the expanded section of the prosthetic conduit facilitates the reattachment of the coronary arteries since the expanded section of the prosthetic conduit is similar to the native structure such that significant repositioning of the coronary arteries should not be necessary to reach the prosthesis for attachment. [0107] As noted above, the heart valve is accessible when the portion of the aorta or pulmonary artery is removed for reconstruction. While the valve is accessible, the valve can be replaced without replacing the corresponding section of the artery adjacent the heart. In particular, with the valve accessible through the open end of the artery, the leaflets of the native valve can be removed with a scissors or the like. With the valve removed, a mechanical heart valve can be attached at the native valve root. Similarly, a stented or stentless valve with tissue or polymer flexible leaflets can be implanted. A stented valve can be implanted by attachment at the native root similar to a mechanical prosthetic heart valve. A stentless valve with flexible leaflets is generally attached at both edges of the valve. The inflow edge is secured at the native root while the outflow edge of the valve is secured to the artery wall through the opening of the artery. [0108] Alternatively, the heart valve can be replaced along with the corresponding section of artery. A one piece or a multiple-piece prosthetic conduit can be used with the heart valve attached to an appropriate portion of the prosthetic conduit. Since the prosthetic valve is attached to the prosthetic conduit, the heart valve is not separately implanted with these embodiments. Thus, the implantation of the prosthetic conduit also results in the replacement of the heart valve. The prosthesis can be fastened to the heart with suture, staples, barbed pins, surgical adhesives and the like. In contrast with some of the other embodiments, the native artery is detached at the location of the valve. With this approach, the sinuses of the native structure are removed and replaced with the prosthetic conduit. For the aorta, the coronary arteries can be reattached at a hole in the prosthetic conduit, or can be attached at a tubule extending from the prosthetic conduit. As with the other embodiments, the presence of an expanded section facilitates attachment of the coronary arteries. Facilitating the replacement of the heart valve and/or reattachment of the coronary arteries can shorten the surgical time and correspondingly reduce the time during which the patient is subjected to cardiopulmonary bypass. Decreasing the amount of time on a cardiopulmonary bypass can reduce risk to the patient. [0109] Storing and Distribution [0110] The prosthetic conduits with or without prosthetic valves can be stored following their formation. The appropriate storage technique depends on the nature of the materials incorporated in the prosthesis. Preferred storage techniques minimize the risk of microbial contamination. Prostheses with tissue components can be stored under conditions that keep the tissue from drying out. For example, prostheses with tissue components can be stored in a sealed container with sterile buffer, saline solution and/or an antimicrobial agent, such as formaldehyde, glutaraldehyde or alcohol. Prostheses without any tissue components generally can be stored in dry, sealed containers. The containers can be sterilized prior to sealing, for example, with steam, ethylene oxide, beta propriolactone, chlorine dioxide, gamma radiation, ozone or combinations thereof, or following sealing, using, for example, heat, steam, ethylene oxide or radiation, such as microwaves, gamma radiation or electron beam radiation. [0111] The prostheses generally are packaged in sealed and sterile containers for shipping. To ensure maintenance of acceptable levels of sterility, prostheses, including tissue, can be transferred to the sterile container using accepted aseptic protocols. The containers can be dated such that the date reflects the maximum advisable storage time. [0112] The containers generally are packaged with instructions for the use of the medical devices along with desired and/or required labels. The containers with the prosthetic conduits are distributed to health care professionals for use in appropriate medical procedures, such as implantation of the prosthesis and the like. The implantation is performed by a qualified health care professional. [0113] The embodiments described above are intended to be illustrative and not limiting. Additional embodiments are within the claims below. Although the present invention has been described with reference to particular embodiments, workers skilled in the art will recognize that changes may be made in form and detail without departing from the spirit and scope of the invention. ***** · Journal List · Search · Write to PMC PubMed Central Copyright © 2000, Texas Heart® Institute, Houston Tex Heart Inst J. 2000; 27 (4): 369–385 Abstract Update on Endovascular Treatment of Peripheral Vascular Disease: New Tools, Techniques, and Indications Zvonimir Krajcer, MD and Marcus H. Howell, MD Full Text Figures/Tables The Department of Cardiology, Texas Heart Institute at St. Luke's Episcop Hospital, Houston, Texas 77030 PDF Contents Address for reprints: Zvonimir Krajcer, MD, Suite 2780, 6624 Fannin Street, Houston, TX 77030 Archive This article has been cited by other articles in PMC. PubMed Articles by: Krajcer, Z. Howell, M. and links to: Related articles Show Top Abstract Introduction Percutaneous Transluminal Abstract The treatment of peripheral vascular disease is one of the most rapidly expanding fields of medicine today. At one time, patients who had periphe Balloon Angioplasty Carotid Angioplasty Endoluminal Treatment of Abdominal ... Thrombolytic Therapy for Arterial ... Vascular Radiation Therapy Percutaneous Hemostatic Puncture Closure ... Gene Therapy Covered Stents Old Devices, New Uses References vascular disease had few medical or surgical options. Now, however, optio abound. The number of peripheral interventions increased from 90,000 in 1994 to more than 200,000 in 1997, and endovascular techniques may soo replace up to 50% of traditional vascular operations. Cardiologists, interventional radiologists, and vascular surgeons bring various types of expertise to endovascular intervention; nonetheless, they seem to share similar levels of enthusiasm about this treatment option. The many advantages to the patient that such intervention offers over tradition surgery, such as the avoidance of anesthesia and other surgical risks, the rapid recovery time, and the relatively low treatment costs, provide encouragement to these specialists. Endovascular intervention requires dedication on the part of practitioners, because it demands such complete knowledge of vascular disease and of t anatomic changes experienced by the patient. The challenge is intensified the continual introduction of new products and methods. We hope, herein, offer pertinent information about recent advances in interventional techniques and devices, and to provide a framework for future education. Keywords: Angioplasty, transluminal percutaneous, aortic aneurysm, abdominal, arterial occlusive diseases, blood vessel prosthesis, carotid stenosis, catheterization/methods, collagen/therapeutic use, embolism, peripheral vascular diseases/radiotherapy, gene transfer, hemostatic techniques, prosthesis design, thrombosis/drug therapy/radiotherapy Top Abstract Introduction Percutaneous Transluminal Balloon Angioplasty Carotid Angioplasty Endoluminal Treatment of Abdominal ... Thrombolytic Therapy for Arterial ... Vascular Radiation Therapy Percutaneous Hemostatic Puncture Closure ... Gene Therapy Covered Stents Old Devices, New Uses References Introduction Endovascular intervention is the fastest growing area of vascular medicine Peripheral vascular interventions have been developed with these aims: to avoid the risk of general or epidural anesthesia and the risk of conventiona surgical procedures, to reduce the patient's discomfort and recovery time, to lower the cost of treatment. Endovascular intervention has generated great enthusiasm among speciali in cardiology, interventional radiology, and vascular surgery. The number radiologic and angiographic heart procedures has doubled since 1994. 1 Approximately 2.5 million radiologic diagnostic procedures and 3.2 millio angiographic heart procedures are performed annually in the United States Since 1994, the number of peripheral interventional procedures has increa from 90,000 to more than 200,000 in 1997 2 —this far exceeds the increas in coronary interventional procedures. Cardiovascular interventional techniques require specialized skills and training in diagnostic angiography and interventional techniques. To gain expertise in peripheral interventions, knowledge must also be acquired wit regard to the natural history of peripheral vascular disease and the anatom changes that occur in patients who have this disease. Familiarity with vari therapeutic alternatives is necessary, as well. 3 Since the original description of percutaneous balloon angioplasty more th 25 years ago by Andreas Gruentzig, 4 endovascular interventionists have been able to treat patients with coronary and peripheral arterial disease usi a variety of interventional techniques. Such treatment has undergone dramatic expansion during the last few decades (Table I). Top Abstract Introduction Percutaneous Transluminal Balloon Angioplasty Carotid Angioplasty Endoluminal Treatment of Abdominal ... Thrombolytic Therapy for Arterial ... Vascular Radiation Therapy Percutaneous Hemostatic Puncture Closure ... Gene Therapy Covered Stents Old Devices, New Uses References Top Abstract Introduction Percutaneous Transluminal Balloon Angioplasty Carotid Angioplasty Endoluminal Treatment of Abdominal ... Thrombolytic Therapy for Arterial ... Vascular Radiation Therapy Percutaneous Hemostatic Puncture Closure ... Gene Therapy Covered Stents Old Devices, New Uses References Percutaneous Transluminal Balloon Angioplasty Percutaneous transluminal balloon angioplasty (PTA) has been used successfully for treating coronary, renal, iliac, femoral, tibio-peroneal, subclavian, carotid, and other arterial stenoses. The best results of PTA are achieved in stenotic lesions that are short, concentric, and noncalcific. Despite substantial improvements in balloon and catheter technology, PTAstill produces unacceptable restenosis rates in complex lesions and of requires reintervention. This is particularly common when the complex lesions are in the carotid, renal, femoropopliteal, and tibio-peroneal arterie Several mechanisms can contribute to this recurrence, including elastic recoil, vascular remodeling, and intimal hyperplasia. Through the technical innovation of stents, the problems of elastic recoil a vascular remodeling have for the most part been solved, and a large percentage of vessels remain free of restenosis. However, intimal hyperplasia, including smooth-muscle-cell proliferation, requires further research to find a solution. Carotid Angioplasty For many years, PTA was considered unsuitable as a treatment for atherosclerotic carotid stenosis, because atherosclerotic plaque is not removed by this method. Although PTA was 1st performed by Kerber's group in 1980, 6 the procedure is still considered controversial for extracranial carotid artery stenosis. The European trial CAVATAS, 7 whic compared carotid endarterectomy to PTA of the extracranial carotid artery a prospective randomized study, showed no essential difference between t results of the 2 methods over a period of more than 4 years. Interventionists have been reluctant to use this technique due to the risk of dislodging atherosclerotic débris, causing cerebral embolism and stroke. Simple balloon angioplasty can lead to embolism and suboptimal long-ter results for various reasons, including heterogeneous composition of atherosclerotic plaque at the carotid bifurcation, residual stenosis after PTA (frequently present), and intimal disruption and dissection leading to thrombus formation. Stent-Supported Carotid Angioplasty Technologic advances in the endovascular treatment of peripheral vascula disease, along with the introduction of stents, have been the impetus for various investigational trials concerned with treating extracranial carotid artery occlusive disease. The technique of stent-supported carotid angioplasty (SSCA) has expanded the indications and reduced the risk of neurologic complications that frequently occur with PTA for extracranial carotid artery stenosis. Stent-supported carotid angioplasty, however, is no an approved procedure in the United States. At this time, the consensus among experienced interventionists is that carotid angioplasty should not b performed without the use of a stent (even though no stent has been appro for this purpose). The preliminary results of SSCA 8–11 are encouraging; however, no randomized trial comparing PTA and stenting to carotid endarterectomy has been completed to validate this procedure. The preliminary results of SSCA that are currently available 8–11 are based on single-center, non-randomized trials that have used different study designs and techniques. Roubin and colleagues 8 reported on a series of 238 SSCA procedures in which a 6.3% incidence of neurologic complications was observed. Diethrich's group, 9 in a series of 110 patients treated with stent placement (117 carotid arteries), reported 7 cerebrovascular accidents (6.4%) and 5 transient ischemic attacks (4.5%). In 1997, Wholey and co-authors 10 described 114 procedures, with successful Palmaz stent placement in 108 carotid arteries. Complications included 4 cerebrovascular accidents (2 ma and 2 minor) and 5 transient ischemic attacks, all of which occurred only i the 61 symptomatic patients (8.2%). More recently, Wholey's group 11 reported the results of their international survey on SSCA, which included 2,591 procedures at 24 centers. The overall technical success rate was 98.8 The complication rates of carotid stenting were 3.08% for minor strokes, 1.32% for major strokes, and 1.37% for periprocedural death. The combin periprocedural stroke and death rate was 5.77% and ranged from zero to 1 among the centers. The restenosis rate was 4.80% at 6 months, as determin by clinical and diagnostic studies. This survey also revealed that interventional cardiologists performed 63% of the procedures; radiologists 25%; and vascular surgeons, 12%. At the present time, interventionists at to 15 centers in the United States perform more than 50% of all carotid interventional procedures. Stent-Supported Extracranial Carotid Artery Angioplasty Technique Several factors can positively influence the results of SSCA: Preprocedural performance of detailed clinical, noninvasive, and invasive cerebrovascular evaluation Appropriate choice of arterial access site Appropriate choice of guiding catheters, guide-wires, and PTA balloons Appropriate choice of stents (balloon-expandable or self-expandab Use of cerebral protection devices when indicated Use of essential pharmacologic therapy Adequate knowledge of or support for intracranial vascular rescue Postprocedural performance of neurologic, invasive, and noninvas evaluation The Choice of Stent When a stent is placed across the carotid bifurcation, it must adapt to arter of different diameters. The stent should be in close contact with the arteria wall in order to allow neointimal growth. Self-expandable stents, such as t Wallstent® Endoprosthesis (Boston Scientific Corp.; Natick, Mass) (Fig. and the S.M.A.R.T.™ Stent (Cordis Corporation, a Johnson & Johnson company; Warren, NJ) (Fig. 2), have varied radial expansion capabilities, flexibility, and compressibility. Their narrow meshwork is beneficial in preventing embolism during balloon dilation. The disadvantages of the Wallstent are less accurate deployment than that of balloon-expandable stents and sharp strut ends. The S.M.A.R.T. Stent (the acronym S.M.A.R.T refers to Shape Memory Alloy Recoverable Technology) is a self-expandi stent made of nitinol (as opposed to cobalt alloy like the Wallstent), and m have less shortening than Wallstent without the sharp strut ends. Some oth self-expandable stents that have been used for SSCA are the Memotherm (CR Bard; Covington, Georgia) and the Integra stent (Boston Scientific). Currently available stent and balloon designs for SSCA are suboptimal, because the large profile of the 7-F stent delivery device can cause problem especially in subtotal occlusions with tortuosity at the site of the lesion. Th ability to track the stent may be limited by the high-profile delivery system Nitinol technology is progressing rapidly, and a nondeformable super-elas memory alloy may become the optimal stent material. In addition, a 5-F delivery system will soon be the subject of feasibility studies, and cerebral protection devices integrated with the stents will be available. Both the S.M.A.R.T. Stent and the Wallstent are now available with smaller outer diameters of 5.5 to 6 F that allow them to be used with smaller sheaths or guides. Some of the balloon-expandable stents such as the Palmaz® Stent (Cordis offer more precise location capabilities, provide more radial strength, and contain less metal. The disadvantages of balloon-expandable stents are the risk of deformity and their tendency to collapse with external compression trauma. These complications occur at the rate of 4% to 15%. 8–12 For this reason, most of the interventionists in current trials are using only selfexpandable stents. Several types of stents have been used successfully for SSCA; however, n ideal stent is available yet. Several manufacturers are investigating covere stents, which could inhibit thrombus formation and myointimal proliferati These coated stents are available outside the United States. However, the stents require several refinements in diameter and design to be of benefit f this application. It is possible that the covered stents will decrease the risk cerebral embolism, but occlusion of the external carotid artery is a potenti problem. Most investigators agree that SSCA would be of the greatest ben to patients who are at high risk for surgery, which includes those with High cervical carotid segmental lesions that are surgically inaccessible Tandem lesions with proximal and distal lesions of the internal carotid artery Postoperative recurrent stenosis of the carotid artery Nonatherosclerotic cause of carotid artery stenosis (for example, fibromuscular dysplasia, Takayasu arteritis) Ipsilateral stenosis due to prior radiation therapy to the neck Stenosis due to prior radical neck surgery Lesions of the common carotid artery with associated internal caro artery lesions Increased operative risk due to concomitant illnesses such as coronary artery disease requiring coronary artery bypass surgery Contralateral occlusion and high-grade ipsilateral stenosis Methods of Reducing the Incidence of Cerebral Emboli Cerebral embolization can be caused by the manipulation of guidewires, balloons, and stents across complex atherosclerotic carotid artery lesions. Theron's group 13 analyzed the aspirated blood after patients had undergon angioplasty under cerebral protection, with the inflated balloon in the inter carotid artery. They found, in 17 of 21 cases, cholesterol crystals ranging from 600 to 1300 μm in length. Mathur and coworkers 14 reported that neurologic complications are related to patient selection. Advanced age (> years), severe stenosis, and long and multiple stenoses are independent predictors of procedural cerebrovascular accidents. Mathur's group did no find any correlation between neurologic complications and preprocedural symptoms, plaque ulceration, sex of the patient, presence of diabetes mellitus, coronary artery disease, hypercholesterolemia, prior carotid endarterectomy, history of smoking, contralateral carotid occlusion, or the type of stent. Several cerebral protection devices have been developed and are currently being investigated in an effort to reduce the incidence of cerebral embolism: Theron's technique (cerebral protection with occlusion balloon) 13 Kachel's reversing flow technique 15 The PercuSurge® Guardwire™ temporary occlusion and aspiration system (PercuSurge, Inc.; Sunnyvale, Calif) (Fig. 3) AngioGuard™ guidewire filter device (Cordis) (Fig. 4) Medicorp, Henry-Amor-Frid-Rüfenacht (H.A.F.R.) device (Medic S.A.; Villers les Nancy, France) MedNova NeuroShield Cerebral Protection System (MedNova US Topsfield, Mass) (Fig. 5) EPI Filter Wire™ (Embolic Protection Inc.; San Carlos Calif) (Fig Theron and associates 13 originally described their technique in 1990, in which they use a triple coaxial catheter that occludes the internal carotid artery beyond the stenosis with the use of a latex balloon. Angioplasty and stent placement are then performed with the patient under cerebral protection, thus avoiding distal embolism. Any débris from the procedure be aspirated or flushed through the guiding catheter toward the external carotid artery. The limitations of Theron's technique include the absence o guidewire in the shaft of the protection balloon and poor steerability of the catheter. No large study has yet evaluated this cerebral protection techniqu Kachel 15 developed a cerebral protection technique that consists of occluding the upper part of the common carotid artery with a balloon attached to the distal end of the guiding catheter. The occlusion created by the balloon allows the reversal of flow toward the external carotid artery. Angioplasty and stenting can be done through the guiding catheter. This technique seems easy to use; however, it does not offer sufficient safety against the risk of embolism. Kachel's series yielded a complication rate o 4.6%, which is not significantly different from complications reported in other studies that did not use cerebral protection. The PercuSurge Guardwire (Fig. 3) is a device that consists of a 0.014- or 0.018-inch angioplasty guidewire constructed of a hollow nitinol hypotube Incorporated into the distal wire segment is an inflatable balloon capable o occluding vessel flow. The proximal end of the wire incorporates a Microseal™ that allows inflation and deflation of the distal occlusion balloon. When the Microseal adapter is detached, the occlusion balloon remains inflated, at which time angioplasty and stenting are performed. An aspiration catheter can be advanced over the wire into the vessel, and man suction is applied to retrieve particulate débris. This device was studied experimentally in animals by Osterle 16 in coronary vessels and then in human aortocoronary saphenous vein grafts. 17 These studies showed the PercuSurge Guardwire to be capable of capturing and retrieving atherosclerotic and thrombotic débris, which may aid in the prevention of distal embolism in a vessel. 16 The Medicorp device consists of a protection balloon and a dilation balloo that can be used over a 0.014-inch coronary guidewire. Although Henry's group has reported encouraging preliminary data with use of this device, larger numbers of cases are needed to determine the benefit of this cerebra protection device. 18 A technique of combined occlusion of the internal carotid and common carotid arteries could be considered as a reasonable alternative. Occlusion of the internal carotid artery above the lesion and th common carotid artery below the lesion would create a dilation zone witho a flow, which could be aspirated and cleared of atherosclerotic débris easi Filtering devices are in the early experimental stages for cerebral protectio Afilter could stop detached embolic particles without interrupting blood fl to the brain. This technique might benefit patients with contralateral caroti occlusion or an incomplete circle of Willis who would have no tolerance f prolonged interruption of ipsilateral carotid flow. The Angio-Guard guidewire filter device is currently being studied (Fig. 4). Other cerebral protection devices are undergoing evaluation worldwide to determine thei ability to prevent cerebral embolization during SSCA (Figs. 5 and 6). Future Implications for SSCA The preliminary results of SSCA from several non-randomized trials have been encouraging. However, randomized clinical trials are necessary to determine the benefits and the indications for SSCA. Two randomized clinical trials comparing SSCAwith carotid endarterectomy will soon begi with the goal of determining which patients would benefit most from each procedure. The SAPPHIRE (Stenting and Angioplasty with Protection in Patients at High Risk for Carotid Endarterectomy) trial 19 and the CREST (Carotid Revascularization Endarterectomy versus Stent Trial) 20 will randomize high- and low-risk patients with carotid artery stenosis to stenti or surgery groups. Both trials will use cerebral protection devices in the st arm of the study. Top Abstract Introduction Percutaneous Transluminal Balloon Angioplasty Carotid Angioplasty Endoluminal Treatment of Abdominal ... Thrombolytic Therapy for Arterial ... Vascular Radiation Therapy Percutaneous Hemostatic Puncture Closure ... Gene Therapy Covered Stents Old Devices, New Uses References Endoluminal Treatment of Abdominal Aortic Aneurysms Epidemiology of Abdominal Aortic Aneurysms Abdominal aortic aneurysm (AAA) is characterized by permanent dilatatio of the abdominal aorta with a diameter at least 50% larger than normal. Th serious vascular disorder predominantly affects men who are 60 years of a or older. Men are affected 5 times as often as women are. More than 90% AAAs are secondary to atherosclerosis and the majority (89%) are located the infrarenal aorta. Previous studies have shown that 25% of patients with AAA who did not undergo corrective surgery died of ruptured aneurysm. There is a 90% mortality rate associated with an out-of-hospital AAA rupture, but the mortality rate decreases to 50% for those who undergo emergency surgery. 21–23 As a preventive measure, over 40,000 surgical repairs of AAA are performed in the United States annually. 21 The genera accepted AAA diameter at which repair is indicated is 5 cm. 21–23 The standard treatment is replacement of the diseased aorta with a prosthetic graft. The surgical mortality rate in younger (<60 years), asymptomatic patients undergoing elective resection is 3% to 5%. 21,22 In patients who ha undergone previous abdominal surgery or who have severe pulmonary, cardiovascular, or renal disease, the risk of perioperative death ranges from 20% to 60%. Such patients are often denied surgery, because the risks of surgery exceed the benefits. 21–24 Endovascular Treatment of AAAs The 1st endoluminal treatment of AAAs in a clinical setting was reported 1991 by Parodi and colleagues. 23 Since then, endovascular exclusion of AAAs has attracted many specialists: among them, vascular surgeons, interventional radiologists, and interventional cardiologists. Although vascular surgeons used to be the main practitioners of aortic grafting, mor nonsurgical specialists are now getting involved, primarily due to the development of new transcatheter devices for delivery of vascular prosthe At first, the use of endoluminal devices was reserved for patients who had concomitant illnesses or other conditions that increased the risk of conventional surgery. 23 More recently, endoluminal grafts have been proposed for use in patients without additional illnesses. 25–30 The 1stgeneration endovascular endoluminal grafts were tubular grafts, and later, aorto-uni-iliac grafts were developed. The early prostheses were relatively inflexible and required an introducing femoral sheath with a 24-F internal diameter. 23 The devices are now available as tube grafts or bifurcated gra are more flexible, and are available in smaller diameters. Their structures either completely stent-supported or stented only at the level of attachmen Some of these devices consist of fabric grafts that are supported throughou their length by self-expanding metal stents to minimize kinking and migration. Stainless steel and nitinol (the latter of which has thermal mem characteristics) are the most common materials used for stents. 26–30 Some investigators have reported that fully supported grafts offer a higher degree of immediate and late success. 28–30 A stent may be placed on the outside of the graft material (exoskeleton) 28 or on the inside (endoskeleto 30 The prosthetic wall can be made of a polyethylene terephthalate textile i woven or knitted form, 28–30 of urethane polycarbonate, or of an expanded polytetrafluoroethylene (ePTFE) material. The stent grafts are either selfexpandable 28,29 or balloon-expandable. 23 The stent graft is affixed by the radial force 28–30 of the stent or by a specific attachment system that uses barbs or hooks. 27 The bifurcated prostheses are available in either a 1-piec design 27 or a modular design. 28–30 The modular design consists of a bifurcated prosthesis, which is introduced through the femoral access as th 1st step, followed by insertion of the contralateral limb through the contralateral femoral access as the 2nd step. Which of these materials and designs will ultimately produce superior long-term results should be revea when ongoing clinical studies 26–32 are completed. In 1999, well over 4,00 endoluminal abdominal aortic aneurysm repairs were performed with vari devices world-wide (Table II). 5–12 Two endoluminal AAA exclusion stent graft systems have received FDA approval: the Ancure™ Endograft System (Guidant/EVT; Menlo Park, Ca and the AneuRx™ device (Medtronic AVE; Santa Rosa, Calif). Both are over-the-wire systems that require bilateral femoral artery access. The Ancure stent graft (Fig. 7) is an unsupported, single piece of woven Dacron fabric. The graft is bifurcated and thus has no intragraft junctions. The main device is delivered through a 24-F introducer sheath; a 12-F she is required to facilitate the deployment of the contralateral iliac limb. The graft is attached via a series of hooks that are located at the proximal aorti end and at both iliac ends. The hooks are seated transmurally in the aorta a the iliac arteries, initially by minimal radial force, and then affixed by low pressure balloon dilation. Radiopaque markers are located on the body of graft for correct alignment and positioning. The AneuRx device (Fig. 8) is a modular 2-piece system composed of a m bifurcation segment and a contralateral iliac limb. The graft is made of thi walled woven polyester that is fully supported by a self-expanding nitinol exoskeleton. Attachment is accomplished by radial force at the attachment sites, which causes a frictional seal. The main bifurcated body is delivered through a 21-F sheath, and the contralateral limb requires a 16-F sheath. T body of the graft has radiopaque markers that facilitate correct alignment a positioning. Endoluminal AAA exclusion has been 90% successful with the devices currently being used. The need for surgical intervention due to a failed device is less than 8%. 27–30 The incidence of endoleaks after 1 month has been less than 10% for most devices, with the incidence at 1 and 2 years ranging from 15% to 20%. The procedural and early mortality rate was between 1% and 4% in a recently reported multicenter trial. 31 Rupture du AAA after endovascular repair is rare: during phases II and III of that sam clinical trial, no ruptures were reported with use of the EVT device in 597 cases. Nine ruptures were reported with use of the AneuRx device in 1,046 cases during phases I, II, and III. 32 Although substantial improvements have been made in stent grafts since th original procedure by Parodi and coworkers, 23 further follow-up in curren trials is needed to determine the exact usefulness of this procedure for the treatment of AAAs. Some of the devices listed in Table I are currently undergoing clinical evaluation in the United States, and several have alrea been released for clinical use in other countries. Top Abstract Introduction Percutaneous Transluminal Balloon Angioplasty Carotid Angioplasty Thrombolytic Therapy for Arterial Occlusions A principal goal of treatment for acute limb ischemia is rapid restoration o blood flow to the ischemic region before the occurrence of irreversible changes. Surgical treatment of acute limb ischemia, because of Endoluminal Treatment of Abdominal ... Thrombolytic Therapy for Arterial ... Vascular Radiation Therapy Percutaneous Hemostatic Puncture Closure ... Gene Therapy Covered Stents Old Devices, New Uses References accompanying illnesses, has a 30-day mortality rate of 15% to 25%. 33,34 Intravenous infusion of exogenous plasminogen activators—specifically, streptokinase—was attempted nearly 40 years ago for the treatment of peripheral arterial occlusion. 35 Since then, several studies have shown tha thrombolysis can be an effective initial treatment for many patients who h acute arterial occlusions. 33–36 One of the advantages of thrombolysis over surgical intervention is that after thrombolysis, angiographic evaluation ca uncover hidden causes of the thrombus formation. 33–36 Then underlying lesions can be identified and treated by transluminal balloon angioplasty o stenting, or by elective surgical revascularization. 33,34 Reasons for using thrombolytic therapy for arterial thrombotic disease are listed below: To remove the thrombus and establish blood flow to the ischemic limb To identify hemodynamic causes of arterial or graft occlusion To convert emergent surgery to elective surgery To remove thrombus from the collateral circulation To avoid the mechanical trauma of surgery in the tibio-peroneal vessels Thrombolytic agents include streptokinase, acylated plasminogen streptokinase complex, urokinase (no longer available), pro-urokinase, and recombinant tissue plasminogen activator (rt-PA-alteplase and r-PAreteplase). All of these agents induce a systemic fibrinolytic state. In comparative studies on the treatment of arterial thrombosis, 33–41 streptokinase, urokinase, rt-PA, and pro-urokinase have been shown to be more effective than heparin alone in lysing the thrombus. A retrospective study from the Cleveland Clinic 37 found that the clinical success rate was 60% for streptokinase, 95% for urokinase, and 91% for rt-PA. A recent report by McNamara 42 suggests that r-PA may have a clinical efficacy similar to that of rt-PA, but with less bleeding. Early studies concerning the use of thrombolytic agents revealed that lysis more likely to be successful if the thrombosis is recent and involves proxim vessels. 33–35 Studies of peripheral arterial occlusions have shown that urokinase has a higher success rate with fewer complications than does streptokinase. 35,37,39,40 McNamara and Fischer 38 found that the mean duration of infusion is also significantly shorter for urokinase than for streptokinase. Comparative studies of streptokinase, urokinase, and rt-PA have shown that rt-PA provides equal success in thrombolysis, but with a higher rate of major bleeding. 36,37,39 The use of streptokinase is limited wh antibodies are being produced due to previous streptokinase use or when t patient has had a recent streptococcal infection. Urokinase, which had bee the most frequently used thrombolytic agent, was recently removed from t market because of concerns about possible hepatitis contamination. Methods of Administration of Thrombolytic Agents Thrombolytic agents have been infused both systemically and locally. The systemic use of thrombolytic agents has been associated with severe bleed complications. 35,39 On the other hand, some studies 33,34,38,39 have indicate that the local route (catheter-directed thrombolysis) increases the concentration of the thrombolytic agent in the treatment area, which increases the chance of interaction with the thrombus and decreases the incidence of hemorrhagic side effects. Several investigators have shown th usefulness of a guidewire traversal test to assess the outcome of thrombolysis. 34–40 McNamara and Fischer 38 have found that if a guidewir can easily be advanced through the thrombus before the initiation of thrombolysis, the thrombus is likely to respond; however, if the guidewire cannot be passed, thrombolysis is less likely to be successful. A variety of multi-sidehole catheters and infusion wires are available for local administration of thrombolytic agents. 39 A coaxial system of 2 catheters o catheter and an infusion wire are often used to deliver thrombolytic agents throughout the length of a thrombotic occlusion. 38 This technique shorten the infusion time and requires less frequent angiographic monitoring, because lysing is achieved throughout the thrombus and because catheter repositioning is usually unnecessary. Some of the administration techniqu that have been tried include bolus lacing (an initial bolus of the agent is gi over a short period of time throughout the length of the thrombus), 34,38 pulsed-spray (a lytic agent is injected through a multi side-hole catheter using high-pressure intermittent pulses), 39 and continuous infusion of a thrombolytic agent over a longer period of time (hours to days). 34–40 Doses of Infusion of Thrombolytic Agents The dosage and duration of infusion of thrombolytic agents depend on the indication; the agent used; the route of administration; the amount, age, an surface area of the thrombus; and the degree of ischemia. In general, the fresher the thrombus, the more effective the thrombolysis will be. 35,37–39 I addition, the greater the amount of thrombus (thrombus burden), the longe will take for the completion of lysis. 38,39 The higher the concentration of t thrombolytic agent in the area of thrombosis, the more rapid the lysis will 37–39 Several investigators 35,37–39 have recommended the following dosage regimens for systemic infusion of thrombolytic agents in the treatment of deep venous thrombosis and pulmonary emboli: Streptokinase: Administer a 250,000 IU intravenous bolus (loading dose) over a period of 30 minutes, followed by 100,000 IU/hr for 2 to 72 hours. rt-PA-alteplase: Administer 100 mg as a continuous intravenous infusion given over 2 hours for pulmonary embolism and 0.06 mg/ per hour for deep venous thrombosis. r-PA-reteplase: The dosage recommendations for local infusion of PA for deep venous thrombosis and arterial occlusions is 0.5 to 1.0 U/hr intravenously for 5 to 24 hours, with or without a bolus of 2 t U. Low-dose intravenous heparin (500 U/hr) should be used with rt-P alteplase and r-PA-reteplase. The more severe the degree of ischemia, the more important it is to achiev rapid lysis. Rapidity of thrombolysis is increased by high-dose regimens; however, the complication rates may also increase. 34,37–39 The duration of therapy usually depends on the response, as determined by clinical or angiographic results. Several investigators 37–40 have shown the benefit of concomitant anticoagulation and thrombolysis. Concomitant anticoagulati with heparin reduces thrombus formation around the catheter and retards thrombus propagation and reocclusion of the treated vessel segment, particularly in a proximal vessel that has low blood-flow above the occlusion. However, the addition of heparin can increase the severity of a bleeding complication. The likelihood of success of thrombolysis depends on the factors listed in Table III. The end points of thrombolysis are as follows: restoration of antegrade flow, complete lysis of the thrombus, failure to lyse residual thrombus, extension of the thrombosis, and complications of therapy. Patient Selection for Thrombolysis The selection of patients for thrombolysis depends on the presenting symptoms, medical history, physical findings, and objective laboratory tes results. After the diagnosis of thrombosis has been established, it is essent to evaluate the indications, contraindications, risk factors, and likelihood o success. If thrombolysis is deemed a reasonable choice for therapy, the sit of vascular access can be carefully selected and angiography performed. After the angiographic findings have been evaluated and the likelihood of success has been determined, the type of equipment and the dosage and ty of thrombolytic agent can be selected. Before the initiation of treatment with thrombolytic agents, possible hypercoagulable conditions should be considered: Antithrombin III deficiency Protein C and protein S deficiency Factor V Leiden level Anticardiolipin antibodies Antiphospholipid antibodies Malignancy The presence of any of the above conditions is a contraindication to the us of thrombolytic therapy. Extensive experience over the past decade has led to increased acceptance selective intra-arterial thrombolytic therapy for peripheral arterial occlusio as an adjunct to definitive revascularization procedures. Although newer infusion techniques have substantially decreased treatment times, they remain at around 24 hours for lower-extremity occlusions. Work continue on the optimization of infusion methods and on the development of new drugs and dosages in order to shorten treatment times. Mechanical Devices for Thrombus Removal A number of mechanical devices have been developed to disrupt and remo freshly formed thrombus from the circulation (Table IV). Only one of thes devices, the AngioJet® Rheolytic™ Thrombectomy System (Possis Medi Inc.; Minneapolis, Minn), is currently approved in the United States for us in the arterial circulation. It appears that these devices are of most value when used to remove thrombi of recent onset. A brief description of some the more promising devices follows. The AngioJet (Fig. 9) is an over-the-wire percutaneous device that remove thrombus; the tip has a vacuum that operates on the Bernoulli principle. Several studies 43–47 have shown this device to be effective in treating thrombus-containing lesions in the peripheral and coronary circulation. It been used successfully in native arteries, veins, saphenous vein grafts, prosthetic grafts, and renal dialysis shunts. The AngioJet is currently approved for use in vessels larger than 2.0 mm prior to balloon angioplast or stent placement in patients who have symptomatic coronary artery or saphenous vein graft lesions. It can be used for thrombus removal and for breaking apart and removing unorganized thrombus from arteriovenous access. The Hydrolyser™ Thrombectomy Catheter (Cordis Europa NV; Roden, T Netherlands) is an over-the-wire hydrodynamic thrombectomy catheter th uses the Venturi principle for aspiration and removal of intravascular thrombus. Negative pressure pulls the thrombus into the heparinized saline stream, resulting in microfragments that are discharged through the outflo lumen into the collection bag. Early reports from European trials 48,49 sugg a possible use for this device in thrombus-containing lesions and degenera vein grafts. Currently, the device is investigational. The Oasis™ Thrombectomy System (Boston Scientific) is another an over the-wire hydrodynamic thrombectomy catheter that uses the Venturi principle for aspiration and removal of intravascular thrombus. This devic approved in the United States for use in obstructed renal dialysis grafts. Top Vascular Radiation Therapy Abstract Introduction Percutaneous Transluminal Balloon Angioplasty Carotid Angioplasty Endoluminal Treatment of Abdominal ... Thrombolytic Therapy for Arterial ... Vascular Radiation Therapy Percutaneous Hemostatic Puncture Closure ... Gene Therapy Covered Stents Old Devices, New Uses References Despite improvements in long-term outcomes after PTA and stenting of th peripheral vessels, restenosis remains a significant problem—particularly long lesions, small-diameter vessels, and restenotic lesions. 50 Therapeutic approaches have focused on mechanical devices, atherectomy, stents, sten grafts, and pharmaceutical agents. None of these approaches has yet been successful in solving this problem. 50,51 Vascular radiation for the prevention of restenosis after PTA and stenting new frontier in the field of peripheral interventions. The 1st experience wi in vivo endovascular radiation therapy was reported in 1964 by Friedman and colleagues 52 when they attempted to prevent the development of atherosclerosis. Various types of radiation therapy have been tried to prevent restenosis af angioplasty, stenting, or both (Table V). One consideration is that largediameter peripheral vessels require higher energy sources than the coronar vessels do. Nori and coworkers 53 have used external beam radiation in the pilot study, using 8 to 12 GΓ with encouraging preliminary results. To dat no randomized trial with long-term follow-up after external beam radiatio has been performed to determine the long-term results and the consequenc of the radiation to the adjacent tissues. Intravascular radiation therapy with various beta and gamma sources has been studied more extensively than has external beam radiation. A large number of animal investigations 54,55 and a few clinical trials 56,57 have established the ability of ionizing radiation to inhibit vascular smoothmuscle-cell proliferation associated with restenosis. Recently, several stud 58–60 have shown that localized irradiation of the angioplasty site by intraluminal delivery of low-dose beta-particle irradiation as well as gamm irradiation inhibits smooth-muscle-cell migration and proliferation in vitro and in vivo. 61 A number of isotopes have been tested and several others are being considered for future studies (Table VI). 62 Such tests have generally involved the use of high-activity gamma emitters. Two of the most controversial issues surrounding the delivery of intravascular radiation involve the preference of beta- or gamma-emitting radioisotope sources an the importance of source-centering in the arteries. Improper centering of th catheter-based solid source (off by as little as 0.5 mm) can lead to a dosing error as high as 5-fold. The consequences of these errors are considerably worse with beta emitters than with gamma emitters. However, because bet emitters deposit a large portion of their energy locally, these isotopes have substantial safety advantages over the gamma emitters for both the operato and the patient. Efforts to make use of beta radioisotopes in solution await the development of an appropriate compound with an adequate biodilution profile to safely handle the potential intravascular release of radioisotopecontaining liquid. 63 Clinical Trials of Endovascular Radiotherapy The 1st clinical trial involving endovascular radiotherapy was started in 19 by Liermann and co-workers 61 in an effort to reduce the restenosis rate following PTA in peripheral vessels. Their 6-year experience (May 1990 t June 1996) was described by Schopohl and co-authors (Frankfurt trial). 62 The study included 28 patients with in-stent restenosis in the femoropoplit arteries who were treated with a repeat PTA procedure or with directional atherectomy; all 28 then underwent endovascular radiation with an Ir-192HDR source. The radiation was well tolerated and the investigators report a 5-year patency rate of 82% based on Doppler ultrasound results. Resteno occurred in 11% of patients, and 7% of the patients developed thrombotic occlusion of the treated vessel. More recently, in a randomized trial comparing PTA and brachytherapy for superficial femoral artery lesions, Pokrajac's group 63 reported a restenosis rate of 51.7% for PTA alone vers 25% for PTA and brachytherapy combined. The PARIS (Peripheral Arteries Radiation Investigational Study) trial 64 is currently evaluating the safety, feasibility, and efficacy of endovascular brachytherapy to prevent restenosis in the superficial femoropopliteal arte immediately after PTA without stenting. Endovascular brachytherapy is administered through a balloon-centering catheter system using an Ir-192HDR source delivered to the target site by a remote afterloader. Twentyseven patients completed Phase II (the 6-month angiographic follow-up). Their restenosis rate was 11%. 64 Brachytherapy for treatment of peripheral arterial disease to prevent restenosis after an interventional procedure is in the early developmental stages. Various isotopes are being tested in an effort to minimize the radiation exposure to patients and personnel and to reduce the dose delive in the near field. 61–64 There are now centering balloons that can center the catheter-based isotope within the lumen of the vessel, in spite of eccentric plaque. This improves the depth of dose delivery, especially for large vess New techniques, such as radioactive liquid- or gas-filled balloons that improve dose delivery, are being investigated. Potential sites for brachytherapy include the superficial femoral arteries, popliteal arteries, tibio-peroneal arteries, hepatic vascular system-TIPS (transjugular intrahepatic portosystemic shunt), arteriovenous dialysis grafts, renal arter and carotid arteries. Top Abstract Introduction Percutaneous Transluminal Percutaneous Hemostatic Puncture Closure Devices Vascular complications after endovascular treatment can cause morbidity even death, and can increase the total cost of the procedure by prolonging Balloon Angioplasty Carotid Angioplasty Endoluminal Treatment of Abdominal ... Thrombolytic Therapy for Arterial ... Vascular Radiation Therapy Percutaneous Hemostatic Puncture Closure ... Gene Therapy Covered Stents Old Devices, New Uses References patient's hospital stay. Angiographic and angioplasty procedures involving femoral artery punctures lead to access site complications in 1% to 9% of cases. 65 These complications range from simple hematomas to arterial thrombosis, pseudoaneurysm, embolization, arteriovenous fistula, arterial hemorrhage requiring transfusion, and extended hospital stays including possible surgical repair. Krause and Klein 66 estimated a mean cost of $8,0 per vascular complication (assuming a 2-day hospital stay plus surgical repair in two-thirds of patients with complications). Prevention of vascula complications is therefore essential to optimize the outcome of interventio procedures. A variety of devices are available for arterial compression afte sheath removal, including mechanical clamps and an inflatable pressure device, the FemoStop™ (CR Bard). These devices are commonly used for larger sheath sizes (8 to 16 F). The choice of technique is affected by patie size, the availability of a specific device, and the expertise of the individua using the device. Arterial compression is time consuming and labor intensive. The patient is often immobilized for an extended period of time consequently, back pain and urinary retention may occur. Movement durin compression can induce a local hematoma. In addition, anticoagulation therapy must be interrupted for this method of obtaining hemostasis. Lately, there has been considerable interest in new methods to assist with hemostasis at the time of arterial catheter removal. This interest stems from an increased emphasis on patient mobilization and discharge on the day of the procedure. Recently introduced vascular hemostatic devices, deployab without compression and anticoagulation reversal, offer an alternative approach. The role of catheter techniques for arterial entry closure is evolving. Multiple devices are available, including collagen plugs, bioabsorbable pledgets, and vessel suturing devices, all of which can be introduced through specially designed catheters. VasoSeal™ VHD (Datascope Corporation; Montvale, NJ), the first of such devices, consists an absorbable beef collagen cartridge delivered in the supra-arterial space a preloaded, syringe-like system. The collagen, unaffected by antiplatelet anticoagulant agents, attracts and activates platelets, rapidly forming a glu like plug at the arterial puncture site and obliterating the subcutaneous tunnel. Ernst and associates 67 have shown that with the use of collagen plugs, hemostasis can be achieved in 87% of patients after a mean compression time of 4.8 minutes. Schrader's group 68 recently reported tha percutaneously applied collagen plug shortened manual compression time 90%. This reduction in time to hemostasis was independent of the heparin load. Sanborn and colleagues, 69 in a multicenter randomized trial, found t major complications occurred in 1.4% of patients after angioplasty when collagen hemostatic devices were applied. The Angio-Seal™ Hemostatic Puncture Closure Device (St. Jude Medical Inc.; St. Paul, Minn) is a specially engineered bioabsorbable anchor (colla sponge) that is deployed through a sheath, which is then drawn tightly against the arteriotomy. The device consists of 3 completely bioabsorbable components: 1) a flat rectangular anchor (2 × 10 mm) made from a copolymer of polylactic and polyglycolic acids; 2) a 27-mg bovine collage plug; and 3) a positioning suture of polyglycolic acid that loops through th collagen plug and the anchor, exiting through the proximal end of the devi The combination of the anchor with the collagen sponge retained by the suture forms a mechanical “sandwich” around the arteriotomy. When deployment of the anchor has been confirmed, the carrier tube and the insertion sheath are withdrawn and the tamper tube appears. This device is used to ensure proper positioning of the collagen. Atension spring is then applied over the suture, the suture is cut, and the carrier tube and the insertion sheath are removed. All the components are fully absorbed by th body in 60 to 90 days. This device is available in sizes from 6 to 10 F and indicated for both diagnostic and interventional procedures. Blengino's gro 70 achieved hemostasis with this device in 90% of patients, with a mean tim to hemostasis of 2 ± 6 minutes. More recently, in 435 patients, the U.S. ph II clinical trial 71 showed that both the time to hemostasis and the compression time were 3.2 ± 10.5 minutes in the Angio-Seal device group compared with a time to hemostasis of 16.0 ± 12.2 minutes and a compression time of 19.5 ± 11.9 minutes in the manual compression group < 0.0001). The overall complication rate was significantly lower in the device group than in the manual compression group (12% vs 18%, respectively; p = 0.08), as were bleeding complications (7% vs 15%; p = 0.007) and hematomas (2% vs 6%; p = 0.08%). The incidence of pseudoaneurysms and arteriovenous fistulae was the same in both groups. The worst complication associated with the Angio-Seal device is anchor failure with subsequent distal embolization. Thus far, this complication ha occurred once in the U.S. multicenter study and twice in the European stud 71 The Angio-Seal clinical trials did not specifically examine the use of thi device in high-risk patients, such as those who are morbidly obese or who have severe peripheral vascular disease. Insertion of this device may be limited in patients who are obese, because the relatively short length of the tamper tube may make collagen compression difficult. A longer tamper ro is being designed to correct this problem. As currently designed, the devic cannot be used during procedures that require catheters larger than 8 F. Larger sizes are being developed to extend device applicability to procedu that require larger sheaths. In addition, repuncture of the artery after devic placement has not been studied in human beings. At this time, the manufacturer does not recommend reentry into an artery sealed with this device until 90 days have passed, in order to allow full collagen absorption In comparison with the Prostar® XL Percutaneous Vascular Surgery devic (Perclose, Inc.; Redwood City, Calif), the Angio-Seal yielded a slightly lower rate of immediate hemostasis. Complication rates were similar for b devices. 72 The Prostar device is now being used in an unusual, off-label fashion that allows safe percutaneous access and closure of access sites up to 16 F. Thi method, described by Haas and colleagues 73 and by Krajcer and colleague 74,75 calls for placement of the Prostar device sutures before sheath placement. The sutures are left untied and the arterial access site is dilated with sheaths up to 16 F. The artery expands within the confines of the sutures, which are then closed at the end of the procedure. Howell reported that this technique, used in more than 54 patients, had a 94% success rate no lower-extremity complications at the 1- and 6-month follow-up. 74,75 Top Abstract Introduction Percutaneous Transluminal Balloon Angioplasty Carotid Angioplasty Endoluminal Treatment of Abdominal ... Thrombolytic Therapy for Arterial ... Vascular Radiation Therapy Percutaneous Hemostatic Puncture Closure ... Gene Therapy Covered Stents Old Devices, New Uses References Top Abstract Introduction Percutaneous Transluminal Balloon Angioplasty Carotid Angioplasty Endoluminal Treatment of Abdominal ... Thrombolytic Therapy for Arterial ... Vascular Radiation Therapy Percutaneous Hemostatic Puncture Closure ... Gene Therapy Covered Stents Gene Therapy The prospect of growing new arteries, both in the coronary and in the peripheral circulation, generates much excitement. Preliminary results 76 w the use of vascular endothelial growth factor (VEGF) to induce new blood vessel formation in animals and human beings have been encouraging. Bo Baumgartner's and Isner's groups 77,78 have reported that intramuscular injection of naked plasmid DNA encoding VEGF induces therapeutic angiogenesis in patients with critical limb ischemia. 77,78 This treatment is still in the experimental phase. Covered Stents Covered stents are a recent development in peripheral vascular therapy. Originally, it was hoped that the prosthetic covering of the stents would decrease the restenosis rate, thus providing longer vessel patency. Early results, however, have shown no benefit over bare metal stents in the treatment of peripheral stenotic lesions. 79–83 Nevertheless, studies 84,85 hav shown that covered stents may be very useful in providing an airtight seal the treatment of such vascular lesions as arterial ruptures, dissections, aneurysms, pseudoaneurysms, and arteriovenous fistulae. A few of the mo promising devices are described below. The Wallgraft™ Endoprosthesis (Boston Scientific) (Fig. 10) is a selfexpanding cobalt super alloy stent covered with polyethylene terephthalate graft material. The Hemobahn™ Endoprosthesis (W.L. Gore & Associates Inc.; Flagstaff, Ariz) (Fig. 11) is a self-expanding nitinol stent covered wit Old Devices, New Uses References an ultra-thin PTFE graft. The Jostent® Peripheral Stent Graft (Jomed® US Conroe, Tex) (Fig. 12) is a single-piece self-expanding nitinol stent covere with an ultra-thin PTFE graft. Top Abstract Introduction Percutaneous Transluminal Balloon Angioplasty Carotid Angioplasty Endoluminal Treatment of Abdominal ... Thrombolytic Therapy for Arterial ... Vascular Radiation Therapy Percutaneous Hemostatic Puncture Closure ... Gene Therapy Covered Stents Old Devices, New Uses References Old Devices, New Uses Top Abstract Introduction Percutaneous Transluminal Balloon Angioplasty Carotid Angioplasty Endoluminal Treatment of Abdominal ... Thrombolytic Therapy for Arterial ... Vascular Radiation Therapy Percutaneous Hemostatic Puncture Closure ... Gene Therapy Covered Stents Old Devices, New Uses References A number of devices that have been around for a while and used primarily coronary artery interventions are being tried in peripheral interventions. Techniques such as intravascular therapeutic ultra-sound and laser angioplasty have not had a marked effect on peripheral interventions. 86–88 One exception is the excimer laser guidewire. 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Figures and Tables Fig. 1 The Wallstent® Endoprosthesis (Boston Scientific Corp.; Natick, Mass) Fig. 2 The S.M.A.R.T.® Stent (Cordis Corp.; Warren, NJ Fig. 3 The PercuSurge® Guardwire™ temporary occlusio and aspiration system (PercuSurge, Inc.; Sunnyvale, Calif Fig. 4 The AngioGuard™ guidewire filter device (Cordis Fig. 5 The MedNova NeuroShield Cerebral Protection System (MedNova USA; Topsfield, Mass) Fig. 6 The EPI filter wire™ (Embolic Protection Inc.; San Carlos, Calif) Fig. 7 The Ancure™ Bifurcated Endograft System (Guidant/EVT; Menlo Park, Calif) Fig. 8 The AneuRx™ device (Medtronic AVE; Santa Ros Calif) Fig. 9 The AngioJet® Rheolytic™ Thrombectomy System (Possis Medical, Inc.; Minneapolis, Minn) Fig. 10 The Wallgraft™ Endoprosthesis (Boston Scientifi Fig. 11 Hemobahn™ Endoprosthesis (W. Fig. 12 The Jostent® Peripheral Stent Graft (Jomed® US Conroe, Tex) TABLE I. Endovascular Treatment Methods for Peripher Vascular Disease TABLE II. Stent Grafts for Repair of Abdominal Aortic Aneurysms TABLE III. Factors Predicting the Success of Thromboly TABLE IV. Commercially Available Thrombectomy Devices TABLE V. Radiation Therapy Methods Used Experimentally to Prevent Restenosis TABLE VI. Isotopes Being Tested or Considered for Endovascular Brachytherapy