STREAM SYSTEMS TECHNOLOGY CENTER To Aid in Securing Favorable Conditions of Water Flows April 1995 A Video Guide to Field Identification of Bankfull Stage in the Western United States Bankfull stage is often difficult to iden­ tify in the field. The video, A Guide to Field Identification of Bankfull Stage in the Western United States, produced by the Rocky Mountain For­ est and Range Experiment Station, Stream Systems Technology Center, discusses key steps and demonstrates techniques that can be used to consis­ tently identify bankfull levels for a variety of different streams and rivers in the western United States. Technical presenters include: · Luna B. Leopold - Emeritus Professor of Geology, University of California, Berkeley · William W. Emmett - Research Hydrologist (Retired), U.S. Geological Survey, Water Re­ sources Division · Hilton L. Silvey - Consulting Hydrologist, Western Hydrology · David L. Rosgen - Consulting Hydrologist, Wildland Hydrol­ ogy Consultants Bankfull discharge is important be­ cause the bankfull stage is the level at which water begins to flow over the floodplain. When water flows over the floodplain, then it is by definition a flood. Bankfull discharge is also im­ portant because of its role in forming the physical dimensions of the chan­ nel. Flows near bankfull stage move the most sediment over the long-term and the processes of sediment trans­ port and deposition are most active in forming the channel. STREAM NOTES is produced quarterly by the Stream Systems Technology Center, Fort Collins, Colorado. The 31-minute video focuses on iden­ tification of bankfull stage as one of the important field observable charac­ teristics of rivers. In the video, Luna Leopold defines bankfull stage and discusses the importance of bankfull discharge. Bill Emmett and Lee Silvey demonstrate a procedure in the field to consistently identify or estimate bankfull levels using available data and indicators. The video briefly touches on various applications of bankfull determinations in design, construction, planning, and resource management. Ideas and opinions expressed are not necessarily Forest Service Policy. Trade names do not constitute endorsement by the USDA Forest Service. The video emphasizes identification of the relatively flat depositional surface of the floodplain over a reach of stream channel as the best way to identify bankfull stage. The use of supplemen­ tary indicators, such as the top of point bars, edge of perennial vegetation, and slope breaks, are only recommended for determining bankfull stage when floodplains are absent or poorly ex- The PRIMARY AIM is to exchange technical ideas and transfer technology among scientists working with wildland stream systems. CONTRIBUTIONS are voluntary and will be accepted at any time. They should be typewritten, single-spaced, limited to two pages in length. Graphics and tables are encouraged. Phone: (303) 498-1731 FAX: (303) 498-2306 DG: STREAM:S28A e-mail: /s=stream/oul=s28a @mhs-wa.attmail.com IN THIS ISSUE • Video on Field Identification of Bankfull Stage • Ask Doc Hydro — Velocity Floats • New Area Code and E-Mail Address for STREAM TEAM Finding bankfull stage in the field requires a rigorous and complete observation process demonstrated for various stream types in Wyoming and Colorado. The video points out that floodplains do not exist along all stream channels and that they are most prominent along low-gradient streams. In steep-gradient channels, floodplains may be intermit­ tent, on alternate sides of me­ ander bends, or completely ab­ sent. Consequently, identifica­ tion of bankfull stage in steep gradient channels is difficult. In these channels, other indica­ tors may serve as surrogates to identify bankfull stage. Only use surrogates, however, if they have been verified for the local area of interest through direct Dr. Luna Leopold discusses the importance of bankfull discharge on the New Fork observation to establish that the River near Boulder, Wyoming. inundation level of the surro­ gate indicators occurs simulta­ pressed. Zeroing in on the flat depositional features of the neously with the inundation of the floodplain. floodplain, will greatly improve consistency among field The video presents several side-by-side comparisons of personnel in field identification of bankfull stage. channels at low flow compared to what they look like when The video advocates the use of regional relationships be­ filled to bankfull. tween bankfull discharge and channel characteristics, such Bill Putnam, Watershed Program Manager, Region 1, co­ as those found in the book Water in Environmental Plan­ ning by Dunne and Leopold, as a good beginning point to ordinated the video production. Lee Silvey, consultant with help determine where to look for the floodplain and bankfull Western Hydrology, provided technical coordination and arranged the field shooting schedule. stage in specific geographic regions of the country. Dave Rosgen discusses the selection of stream reaches for making the determination and the importance of recogniz­ ing common geomorphic features, including abandoned floodplains and terraces. It is especially critical not to con­ fuse the level of the low terrace, located at approximately 2 to 4 feet above the present stream, with that of the flood­ plain and to be able to recognize disturbed and incised chan­ nels. Closed captioned copies of the 31-minute VHS format vid­ eos have been mailed to hydrologists and fishery biologists on the National Forests, Forest Service Research Stations, and Stream Systems Technology Center cooperators. Cop­ ies are available from the Stream Systems Technology Cen­ ter. STREAM SYSTEMS TECHNOLOGY CENTER Since surface velocity (Vsurf) is higher than mean velocity (Vmean), a correction factor (k) must be applied: Vmean = k Vsurf I need to measure discharge this runoff season in streams that are too deep to safely wade and where there are no bridges. Do you have any advice about using floats to measure discharge? Floats provide a quick way to measure water velocity and requires little time or equipment. Estimates may not be very accurate, but they may suffice for events such as ma­ jor floods . Discharge measurements made with floats are only accurate within plus or minus 10% under ideal condi­ tions. Errors up to 25% may occur in non-uniform sections or where wind is excessive. The ideal float should move at the same velocity as the water at the stream’s surface. Objects such as oranges are pre­ ferred since they are highly visible, float low in the water, are not subject to wind disturbance, are environmentally expendable, and are relatively low in cost. Select straight reaches with a minimum of turbulence. Mark distance along the bank and record the time with a stop­ watch. Introduce floats above the measurement section so they can reach stream velocity before they get to the mea­ surement section. Make several runs b and calculate the average velocity. When stream width exceeds 25 feet, di­ vide the stream into 3 subsections and measure each sepa­ rately. Ideally, the reach should contain a measured crosssection, especially if calculating discharge. The commonly used value for the correction factor is 0.85. Values of k generally range from 0.80 for rough beds to 0.90 for smooth artificial channels. Robert Jarrett of the U.S. Geological Survey in Denver has calculated values as low as 0.67 for mountain streams. Consequently, apply a correction factor to mountain streams with caution. For a scholarly discussion on the use of oranges for mea­ suring velocity see: B.A. Christensen, 1994. Velocity Measurements by the “One-Orange Method.” American Society of Civil Engineers, Symposium Proceedings, Funda­ mentals and Advancements in Hydraulic Measure­ ments and Experimentation, Buffalo, New York, August 2-4, 1994. Dr. Christensen, Professor of Hydraulics, Department of Civil Engineering, University of Florida in Gainesville, Floride states that sophisticated instrumentation is not al­ ways necessary, nor even desirable, for the measurement of mean velocity, discharge, and other hydraulic parameters. Dr. Christensen’s simple procedure, explained in precise mathematical detail, is based on the rising buoyant body method, meaning that the orange is released from the bot­ tom of the channel. A similar procedure, using a cloud of small air bubbles instead of a buoyant body (orange) was proposed by the author in 1985. Field application of the one-orange method requires significantly less equipment. One final note: Always make the velocity or discharge measurement before lunch! STREAM SYSTEMS TECHNOLOGY CENTER — Notice — New Area Code and E-Mail Address: The telephone area code for the Stream Systems Technol­ ogy Center has changed from 303 to 970. The new numbers for STREAM are: Phone: (970) 498-1731 and FAX: (970) 498-2306 (3 or less pages) FAX: (970) 498-1660 (more than 3 pages) Please make a note of these changes. We are also pleased to introduce our Internet E-Mail address: /s=stream/ou1=s28a @mhs-fswa.attmail.com Editorial Policy To make this newsletter a success, we need voluntary con­ tributions of relevant articles or items of general interest. YOU can help by taking the time to share innovative ap­ proaches to problem solving that you may have developed. Please submit typed, single-spaced contributions limited to two pages. Include graphics and photos that help explain ideas. We reserve editorial judgments regarding appropriate rel­ evance, style, and content to meet our objectives of im­ proving scientific knowledge. Send all contributions to: Stream Systems Technology Center, Attention: STREAM NOTES Editor. USDA policy prohibits discrimination because of race, color, national origin, sex, age, religion, or handicapping condition. Any person who believes he or she has been discriminated against in any USDA-related activity should immediately contact the Secretary of Agricul­ ture, Washington, DC 20250. STREAM SYSTEMS TECHNOLOGY CENTER USDA Forest Service Rocky Mountain Station 240 West Prospect Fort Collins, CO 80525 APRIL 1995 IN THIS ISSUE • Video on Field Identification of Bankfull Stage • Ask Doc Hydro — Velocity Floats • New Area Code and E-Mail Address for STREAM TEAM BULK RATE POSTAGE & FEES PAID USDA–FS Permit No. G-40 OFFICIAL BUSINESS Penalty for Private Use $300