EXPERIMENTS ON SALMONID FISH BYPASSING EMPLOYING A NEW APPARATUS AT A SCREENED DIVERSION CANAL by LAURIE (NM) LEONARDS A THESIS eubmitted to OREGON STATE COLLEGE in p*rtial fulfillment of the requirenente for the degree of MASTER OF SCIENCE Redacted for privacy Associate Professor of Fish and Game Management In Charg. of Major Redacted for privacy Head of Departent of ?is1 and Ga*e Managenent Redacted for privacy Chairnan øf' 8chooLQtauate Contaittee Redacted for privacy Dean of Graduate School Date thesis is presented ?yped by Clistie Stoddard flay )3l96O Throughout the course of this project aistance baa been freu.ntly solicited and was freely given by many individuals and organizations. The following deserve special mention. £r. Lyle Calvin, statisticiafl for the Oregon Agricultural Experiment Station, designed the experimental tests. Professor Arthur S. Einersen, leader of the Oregon Coopera tive Wildlife Research Unit, sponsored my adaisaton to the Unit and so made it possible for me to participate in this udertak Be allowed me a wid. authority in the development of the ing. experimental apparatus. His trust in me which this indicated gave me encouragement when it was very much needed. Hugh P. (Ross) Newcomb and Homer J. Campbell, assistant leaders of the Unit, gave time, advice, encouragement and sore tangible help, ail of which was invaluable, during the course of the work. James Messeremith and Rupert Andrews, graduate assistants attached to the Unit, took time from their own projects to help me on many occasions. Einar Wold, the field assistant on the project, was trustworthy and most competent in hi. work, The excellent thesis photographs wer, taken by him. Associate Professor Charles E. Warren, my major professor, gave much of his time in reading, editing and correcting this thesis ciatie. For this I am deeply indebted to him and truly appre- I a thankful to all who have helped. Without their assistance, this undertaking ceuld not have been completed. The final decisions were, for the most part, mine to make; end so, the responsibility for mistakes, whether of omission or commission, is also mine. TABLE OF CONTENS Page INTRODUCTION . . . . . , , , . . . . . . . . * a a a a a Introductory Statement a Physical Characteristics of the Sandy River a Wild Salmonids Occurring in the Sandy River a a a Studies by Other Investigators a a a , . a a a a a MAOT DAN, CANAL, SCREEN AND BTASS FACILITIES a a a a a paseFaci1ities a a a a a . , a a * a * Experimental Apparatus a a a e . a a a a a a a a a a * a a ExperimentalResults a. a Complementary Observations a Wild fish captures a a Velocity determinations a a a a a a a a a a a a a I a a a a a a s a I a a a a a a a a a APPENDIX a a * a s a 7 a * .. .5.,,... , a a a a a a a a , a a a , 10 s 10 a 11 a a a a a a 15 15 18 a a 19 a a a a a a a a 19 28 28 29 ... a.. 31 , SWARTANDCONCLJSIONS a 7 a .a a a a a. a a 5 a a a a Fiehb,havior .. a a..., BIBLIOGRAPET . a* at,. .. a Methods a a a a a . a a a a a a a a a a * Experimental tests a a a. a a.. as a 'a a Complementary observations a a a a a a a a a a 3 3 a ExperimentalAnimals .as aa a a a, a a a a a * . a ..a,a .a..a a.as METRODSANDMATERIALS RESULTS a I 2 .e.ua.aa.,,..aa MarmotDamandCanal Screens . 1 a a a . * a a , , .. . 33 . 38 a 39 . * a a a a a LIZT 07 TABrJS Page Table 1 Recovery of coho salmon by days 2 Recovery of coho salmon with variations in location of open ports . . . . . . . Recovery of coho salmon with Variations in number of port groups open . . . 3 4 3 6 7 . * . . Recoveries of coho salmon with variations in number and location of open port groups Number and per cent recovery of cobo salmon on various days after release . . Recovery of coho salmon at water temperatures occurring during experiment . . . . . . . . . . . * . . . Capture of wild fish on day before rain, day of rain, and day after rain, and during three-day periods before and after these days . . 20 . 21 . 23 . * . . 26 . 27 a 27 LIST 07 FIGURES Page Figure I 2 3 4 Upstream view of screens and forebay at a start of experimental work . a Semiaschematic drawing of fish bypass showing its details, with entrances, exits and routaa of travel indicated . . a a . 6 . a a 8 Front and side elevations and details of a a duct with experimental apparatus Isometric drawing of port control Unit a a a a a 12 a a 13 a...... . .... a a 14 a Screens with experimental apparatus installed atports LIST 07 APPENDIX TABLES Page Table 1 Captures of wild steelbead trout and colic salmon, April through August, 19ff7, in seven-dayperiode.0............. 2 Recoveries of experimental fish, captures of wild fish, water and weather conditions duringexperiment 3 1 , . .. . . 43. Water velocities in feet per second in forebay at various longitudinal, lateral andverticallocations 4 140 Water velocities in feet per second at entrances to ports for port combinations used in teats by port groups . . 42 . . . a 43 of Corps Army Engineers. S. U. the with contract a under Commission Game State Oregon the with cooperation in Unit Research Wildlife Cooperative Oregon the by on carried wore studies The number, and tion loca- size, in differing ports of efficiencies the of studies poE;Lt1e make would which apparatus an wtb experiments begin investigation this of purpose the was it ports, and design to such of location and size beat the of known is little As River. Sandy the to aalmonds the return to necessary are pipes, larger into leading and screen the from upstream slightly ports, Escape plant, power the to Canal the down further passing tram ealmonids migrant downstream- prevent to necessary is and Oregon Ln River Sandy the on Dam Marmot from leading canal trio hydra-dec a in located is screen The 1957. of summer and spring the during done was work screen. traveling-belt a at salaonids downstream-migrant The bypassing for ports escape of number and location size, the studying of purpose the for apparatus experimental an of use the on report a is thesis This preliminary and development tateme S Introductory INTRODUCTION CANAL ION DIVERS SCREENED A AT APPARATUS NEW A SAIJbIONXD ON PERIMENTS DPLOTING BIPABSING FISH Physical Cha! cteristics t the Sandy River The Sandy River has its beadwatere in the glaciers of Mt. Hood in the Cascade Mountains. Xt is a abort river with a steep gradient; the drop in elevation in the 30 miles from its source to its confluence with the Columbia River near Troutdale is about 7,000 f..t. (4, p. 15-.17) Precipitation is about 80 inches per year and this, genersfly, falls over most of the river course as rain. flows fluctuate widely between and within seasons, being, in general, lowest in sumner and highest in winter corresponding to the periods of light and heavy rains. spring am a result of melting snow. Peak flows may occur in During high flows, the river carries large quantities of suspended materials, including silt, sand and debris. When the glaciers are melting, volcanic ash, from beiaeath the glaciers, is also carried down in sufficient quantities to make the water milky a*d opaque. The maximum, minimum and mean discharge rates, above Marmot Dam, for the year ending September 30, 195?, ware respectively 20,200 c.f.s. (cubic feet per second) on December 12; 296 c.f.s. on September 29; and 1307 c.f.e. Water temperatures, from 1951 through 1956, at a station onebalf mile from the da*, ranged from 33° T. to 61° F.1 1. Water temperatures and discharge rates were obtained from nn published data in the files of the U. S. Geologic Survey, Portland, Oregon. !ild Salmonid.s Occurring in the Sandy River The salmonida at present occurring wild in the Sandy River include fi?e native and one introduced species. These are the king salmon, 0ncorhchue tabawtscha (Walbaum); the coho salaon, 0. kiautoh (Walbaum); the atseihead trout, Salmo t4rdnerij gajrdnerjj Richardson; the cutthroat trout, . clsrkij Richardson; the introduced brown trout, S. trutta Liirne; and the doUy varden cbarr, Salvelinu mama apectabili Girard. The coke salmon and the ateelhead trout are present in moderate abundance. The king salmoa was formerly abundant, but it baa declined in numbers, pecially in the last few years, and is now rare, Studies by Other Investitora Studies of the efficiency of the bypass at the screens in the Marmot Dam canal were first begun by the Oregon State Game Commission in 1952 (3,p. 1), The conclusions from these studies (3, p. 7), being short and pertinent, are repeated here in full. "1. A bypass flow of 5 c.f.s. is inadequate. A flow of 10 c.f.a. is adequate. When 13 cf.s. are used the efficiency of the screen is increased sltghtly in (fish) size groups '2 to k inches' s*d 'over 10 inches'. "2. All sizes of fish reacted propertionately to the amount of bypass flow. "3. There is no apparent difference between species in their ability to bypas." The experimental work described in this thesis, which followed the above quoted work, was continued and extended under the same authority by Wagner (6) in 1957. ie work, and the work of the Oregon State Game Commission, are referred to in the Results section. Bypasses at traveiimg'.belt screens have been studied at the Tracy Pumping Plant (J) and at the Contra Costa Steam Plant (2), both in California, At these installations, however, volumes and awelocities of water were much greater than at the Marmot Darn screen; and a fundamentally different method was used for bypassing fish. The findings from these two studies were found to be not applicable to the present investigation. MM84OT DM4, CANAL, SCREEN AND BYPASS FACILITIES Marmot Dam and Canal The forebay of the Marmot Dam baa become filled with silt and no longer impoundi an appreciable amount of water. The daily discharge rates of the canal are consequently dependent on the immediate runoff of the Sandy River. The normal din- charge rate is about 600 c,f,e, but may drop to as low am 230 c.f.e. in tb. summer months. Trash racks, locatød in the caa1 where tt originates, protect the beadgates, the canal and the screen from legs and other large debris. The canal is trapezoidal in cross section, s of concrete construction and It has top and bottom wtdths of 27 ft. (feet) and 13 ft. respectively and in depth is 9 ft., k in. (inches), The capacity load is approximately 630 c.f.e, The gradient i. 0.10% and the mean velocity of flow is calcu- lated to be about 8 f.s, (feet per second). The measured dis- tance from the beadgate to the screen is 712 ft. For a distance of 20 f..t--l0 feet upstream and 10 feet downstream from the screen-.tbe canal or forebay is rectangular in cross section, Figure 1 is a photograph of this part of the forebay- and the screens, Rare the width and height are 37 ft. 6 in. and 18 ft. 6 in. respectively. The purpose of this enlargement in the aal was to reduce the approach velocity at the screens. Th. floor is sloped and, to accommodate the change in shape (from trapezoidal to rectangular), the walls are warped. This warping and slopg extend 80 ft. upstream a*d tO ft. downstream from the screen. the beginning of the Vertical, baffles at odifi.cation serve to reduce turbulence. Screens There are three traveling'-bslt screens set end to end at a right angle to the flow. They extend, in height, from the bottom to above the top of the canal and, in width, including the structural supports, from wall to wall, The screen has 5 meshes per inch with openings 0.159 inches square and was de.. signed to pass 600 c.fs, at a velocity of 2.82 f,s. through th. screens. The approach velocity in the forebay near the screen is calculated to be about 1 f.s. Bypass Faciti Figure 2 is a schematic drawing of the bypass; the pro portions are correct but two rtght-angle turns have been straightened. At flow*regulating chamber no. 1, with the use of valves, the discharge rate of the water through the bypass is regulated. At flow'regulating chamber no. 2, with the use of etoplogs, the flow is adjusted to the appropriate height for operation of the fish trap. For simplicity, the apparatus for rais&ng the trap out of fishing position and the platform on which the fishing operator stands have not been shown. _- FISH - FISH PORTS 'S STOP LOGS MECHANICAL SCREENS NOT SHOWN PORTS VERTICAL FISH DUCTS U8NERGED IFICE VALVE TO RIVER: : TRAPPING COMPARTMENT FLOW REGULATING CHAMBER NO.2 FLOW REGULATING CHAMBER NO.1 DUCT. HORIZONTAL DUCT SCHEMATIC SECTION OF FISH BYPASS Figure 2. Semi-schematic d?awing of fish bypass showing its details, with entrances, exits and routes of travel indicated. Entrances, exits and route of trae1 of the fish (and water) are indicated by broken lines. Entrance to the bypass is through 32 porte, 8 of which open directly into a flow-regulating cheaber, The remaining 2k ports open into 3 vertical ducts which lead into the flow regulating chambep through a horizontal duct in the floor of The two exits from this chambera submerged the canal. orifice and a weir-give access to a second flow-regulating chamber. Th. exit from this chamber is over stop-loge to the trapping compartment, The inclined-plane trap bore, when in fishing position, screens all bypass water and so retains all fish. Water from the bypass is returned to the Sandy River through a pipe having a disa.tz of 30 in. Before some of the ports were altered for these experi- aents, they were circular, 6 in on centers. The ports are arranged in four vertical banks of eight ports each, canal walls, in diameter and spaced 2 ft. One bank of ports is located on each of the The remaining two banks are on the vertical ducts attached to the two structural supports, and these ducts were altered in the installation of the experimental apparatus. The ducts are fabricated of 1/8 in. steel plate and are 15 in. deep by 2k in. wide in cross section. fore alterations ware made. Tigure I shows the ports be. port. each for cable continuous the in included were adjustment, tautness for buckle, turn a and spring tension A connection. continuous a forming united were port each from cables two the stations, these At canal. the over walk-way the of rail guard pipe the to attached were They ducts, two the of each for one stations, control these of two wore There station. control a at met and pulleys of series a through passed cables These closing. for one second a and opening for cable a with equipped was gate Each port. each at installed were gate a and guides channel bottom and top Horizontal hon- oriented squares vertically. and mentally the of diagonals with ports square in. 14 to cutting, by changed, were porte circular in. 6 The plates, cover with closed were canal th. ot sides the at porte 16 remaining The water. the Of surface the above from adjustable openings their make to modified were creen the between supports structural the to attached ducts the on porte 16 The size. and location number, their to respect with fixed wore however, ports, The water. bypass of velocity and volume of regulation the for provided chamber flowregulating first the in valves existing two The studied. be to variables the of control greater possible make to nocesasx was structure bypass existing the of Modification p,riment*l MATERIALS AND METHODS 10 Irwo simple winches were installed at each control station. The gates were made of the same kind of 1/8 in. steel plate a the ducts. For the guides, pulley supports and control stations, 2 in, x 2 in. z 1/k in. angle iron was used. The cable was 1/8 in., 9 strand, 1400 lb. (pounds) test airplane cable. Brass pulleys were used after nylon pulleys were found to be too flexible. The winches were made of 1l/2 in. iron ptpe. Figures 3 and 4 are drawings at the part.gate installatiofl and the control stations. Figure 5 is a picture of the screen with the changes nearly completed. The design of the gate provided a square opening in all positions from fully opened to fully closed; thus, a change in the shape of the port was not introduced as a variable. The descrtbed apparatus made possible studies of the efficiency in bypassing salmonids of different port arrangements having: (i) variations in port size from 0.0 sq. in. to 196 sq. in.; (2) variations in port number from 1 to 16; and, (3) variations in the depth of port locations. The apparatus provided no suitable means for etudyg horizontal differences in location, Experimental 4nimals Hatchery*reared coho salmon and eteelhead rainbow trout were util±zed for these experiments as there was no convenient source of wild fish. N CONTROL UNIT 1 Ii.'' .t.:lt*. 46.t..:çf;5 .' a': . . .g... S ShEAVE UNIT 41 U Ixrxx ELO TO PLATE 0 'AIRPLANE CAII.ES DETAIL OF COVER PLATES 8 REQO. PER FISH STOCK, STEEL PLATE WTHIGK 'SRASS SHEAVES COV!R PLATE - DUCT "4 4) SCALE UIDE ANGLE CT PLATE COVER PLATE ROLLER 2 DI& IN OPEN PO$ITN SPACER BOLT PLATE ANGLE I- -5X5 MESH SCREEN 0 I PLATE 0$. '.4*1 *1Pt 0 u-4r4 0 0*1 41 'de '.4 0 $4 U, COVER PLATE IN - CLOUD POSITION SECTION B-B 0' I' 1" ThAt NOT E INTERMEDIATE $4.4 FISH SCREEN OREGON COOPERATIVE POSITIONS WILDLIFE RESEARCH USEO INSTALLATION S 0 $4 I FOR CONTROLLING PORTS SCALE itWVO'__ !_S S1( LVATION 0 04.) MARMOT DAM TE CONTROL, OF EACH PORT SEPARATELY FROM CLOSED TO OPEN AND AI..L PERMITS *1K 41 rLAONDS 3-12-3? '.4 8-SHEAVE UNIT TURNBUCKLES TENSION SPRINGS ..AIRPLANE CABLES REMOVABLE HANDLE FISH PORTS CONTROL UNIT Figse k. Isenetric drawing of port control unit. is not shown. Winch cable 4. Figure 5. Screens with experimental apparatus installed at ports. Photo by Einar Wold 15 The cobo salmon were obtained rua the Sandy River Salmon Hatchery of the Oregon rish Commission. They were of the 1956 and 195? broods end were, respectively, k in. to 6 in. and 2 in. to 3 in. in length. The Oregon State Ga*o Commission aupp1ed the 1955 brood of etseihead trout, 5 to 7 in. in length, from the Oak Ridge Hatchery. Methods Experimental tests Dr. Lyle Calvin, statistician for the Agricultural Experi- aent Station at Corvallis, Oregon1 designed the experiments for testing the bypass efficiency of combinations of ports varying in location and number. The 16 experimental ports were divided into k groups s follows: Group 1, the first and second ports from the top on both ducts Group 2, the third and fourth ports from the top on both ducts Group 3, the fifth and sixth ports from the top on both ducts Group k, the seventh i1 eighth ports from th. top on both ducts These groups were then arranged into all possible combinations including one, two, three and four groups as follows: 1000 0200 0030 0004 0204 0034 1230 1204 1200 1030 look 0230 1034 0234 1234 0000 The numerals signify the port groups open in the port combinations. The zeros show, according to their positions, the closed port groups of the port combinations. The 16th port combination, 0000, having aU ports closed was not used. The remaining 15 port combinations were used twice for the 30 tests comprising the experiment and the sequence was randomized, in each of the 30 tests it was planned to (1) release a known number of marked experimental animals of each species, (2) to recover in the inc1ined-p1an trip those fish utilizing the bypass during the test period, and, (3) to use the releaserecovery ratio as a measure of the efficiency of the port com- bination being tested. The length of the test period was 24 hour., beginning and ending at 6 p.s. each day. Prior to each test period, 200 steelbead rainbow trout (brood of 1955) and 100 coho salmon (brood of 1956) were anesthetized and marked by tattooing with the method described by Chapman (1, p. 182-184). In the mark- ing, 3 colors and 7 dorsal locations were used giving 21 distinctive marks. As the fish were marked, they were dropped into a live box in the screen forebay. A minimum time of one hour between mark- ing and release was allowed for recovery from the anesthesia. 17 At the time of release, only the upstream edge of the live box was submerged below the surface of the water; thus, the fish could swim but could net drift out of the live box. Following the release of the fish, the ports were changed to the combination desired for the ensuing test period and the regulating valves were adjusted to maintain the flow of water These changes through the bypass constant at 11.10 c.f.s. usually required from 3 to 5 minutes, Fish were removed from the bypass trap twice daily, except when runs ware heavy, when they were rernoved three times daily. The last collection each day was made immediately following the port combination change. Recoveries were recorded by number, species and day of release. The tufl series of tests was completed with the eteelbead rainbow trout. Coho salmon were not available near the end of the experiment, and 4 of the port combinations were teted only once for this species. salmon of the 193? broad rather than the 1956 brood were used. Releases were 100 per day of each species. It became apparent early in the teeta that recoveries were too meager in number to yield valuable data about bypass utilization. The series of tests was, however, continued to completion because further testing of the apparatus and study of experimental techniques was considered desirable, Complementary observations Wild fish were captured in the trap during the period frc Apr13. 1 through August. These captures were recorded by number, species and size group, A summary of the captures of wild echo salmon and steelhead rainbow trout is given in appendix table 1. Observations were *ade and recorded semi-daily on weather conditions, air and water temperatures, and on the turbidity of the water. Sons of the data for the period of the experi- nent are in appendix table 2. Velocity determinations were made at 350 stations distributed on horizontal and vertical sampling grids in the forabay (appendix table 3). Unfortunately, the determinations at the face of the screen were not made. Velocity determinations were made at the entrance of each open port with the use of a current meter and underwater breathing equipment. This was done for all the port combinations used in the experiments (appendix table ). Direct observations were made of the activities of both the wild and experimental fish in the screen forebay. The observa- tious were made (1) from above the canal (on the walk-way and on the banks), (2) with a "glass-bottom boat," and, (3) with underwater breathing equipment. BESULTS Experiental Results Tor the 30 days of the first experiment, total recoveries, regardless of the time of release, were 676 coho salmon, 25% of the 2,600 released, and 16o, or 2.7%, of the 6,000 steelbead rainbow trout released. Maximum time between release nd re covery was 10 days for the coho salmon and U days for the st.elhead rainbow trout. In the second series of tests, only 164 recoveries were aade*l49 soho aaLiion and 13 steelboad rainbow trout--from 3,000 of each species released, Because of the low recoveries of both speees in the socond experiment and the low recoveries in the first experiment of stesihead trout, only the recoveries of the cobo salmon are used for a detailed analysis. These data are suntnariaed in table 1. The total recoveries of all cobo salmon bypassing during the 24 hours following the beginning of the teats, regardless of the time these fish were released, are used for atlyais. The larger number resulting were more suitable for a*alyeis than were th. numbers of recoveries of only those fish released at the beginning of each of tb. teats. Recoveries for the various port combinations containing a specific port group open are arranged together in the four possible series in table 2. The recoveries in most cases are r4 0 p4 14 U 0 ,4ø 00 0 41 4) 0r4 '4 41 ii 41 41 4)a *441 4) 4 p4 N N U\ $\ N p4 N p4 tf $ N\ N 0Q0Qp404O0N0QQ%OOr4 p4 \Ø O' P4 41 N\ $\ ¶ U\ r4 N p4 p4 O0W\r41.1v.0,4r4COGO.* p4 p4 o Q r4 V%r4tAQip4*W'U\Oe 00r4Q\-* 0 04 0** 0 0*.*4 04- O-td* 0 $" P4% 0 i(\ 4\ r4 0 0 s 0 $\ i1\ 000 $ 000NN0NN0N0N000N00 41 41 p4000p4OOp4p4OGp4p4r4r4r-40i-40 z '0 a p4 .* 14 0 14 I [1 17.0 19.8 22.0 1234 22.0 zk.5 1204 26.0 18.0 1034 18.0 9.0 0234 9.0 39.5 10o4 19.5 26.0 0204 30.0 9.5 0034 9.5 12.5 0004 2.0 recovery Mean Combination 4 group Including recovery Mean 0030 0034 0230 1030 26.8 47.0 30.0 26.0 30.0 24.5 1230 26.0 1034 9.0 0234 3.234 Combination 3 group Including ZZ.0 0200 30.8 recovery Mean 66. 39.5 0230 19.5 0204 1200 0234 3204 1230 1234 recovery Combination Mean 2 group Including 30.0 18.0 26.0 24.5 22.0 recovery Mean 1000 look 1030 1200 1034 1204 3230 1234 Combination I group Including ports open of location in variations with salmon coho of Recovery 2 Table 2a presented as the mean per cent recoveries for the two trials of each port combination, Inspection of the mean of these means indicates that there was a definite tendency for recoveries to be higher in those series including port combinations with port groups 1 and 2 open than in the series having port combinations with port groups 3 and k open, This suggests that the fish utilization of the upper ports may hav* been significantly more than the utilization of the lower potts. The data in table 3 are arranged in four series of port combinations having one, two, three or four port groups open. Port combinations with fewer ports open seem, on the whole, to have been most efficient in bypassing fish; although, th mean recovery was slightly higher With four port groups open than with three. In table k, the data are arranged according to both numbers and depths of port groups open. The data, arranged thus, show that those port combinations in which the upper port groups were open were utilized more, irrespective of whether the port com' binationc are made up of one, two or three open port groups. The effect of depth on port group utilization is moat clearly demonstrated when only one port group was open at a tine, since the results were not raked by open ports in other locations. It was noticed during the experiments that both the wild and the experimental fish seemed hesitant to enter the ports. ?ablo 3 Recovery of cobo salmon with variations in number of port groups open 1 group open Mean Combnation recovery 2 groups open Mean Combination recovery 3 groups open Mean Comb3.nation recovei.y 1000 66. 100 30.0 1230 24.5 0200 47.0 1030 39.5 1204 26.0 0030 12.5 1004 26.0 1034 1.0 0004 2.0 0230 26.0 0234 9.0 0204 30.0 0034 9.5 Mean recovery 32.0 26.9 19.3 4 groups open Mean Combination recovery 1234 22.0 22.0 Table 4 Recovery of coho salmon with variations in number and location of open port groups Inc1udin group 3. Including Number of ports open combination 3. port group 1000 Mean recovery 66.3 Including group 2 Including combination 0200 Mean recovery 47.0 Including roup 3 Including coabinaMean tion recovery 0030 12.5 Including group k Including combinaMean tion recovery 0004 2.0 open 66.3 Mean recovery 3 port groups open 1230 1204 1034 Mean recovery 1230 1204 0234 123½ 22.0 22.0 24.5 26.0 9.0 1230 1034 023½ 123½ 22.0 2.0 24.5 18.0 9.0 120½ 1034 023½ 1234 22.0 22.0 26.0 18.0 9.0 18.0 17.0 20.0 23.0 Mean recovery 4 port groups open 24.5 26.0 18.0 2.0 12.3 47.0 1234 22.0 22.0 'U The numbers of fish recovered and the per cent of total re coveries on the day of re1ase the first day after release, the second day after release and on each day up to 10 days after r. lease are presented in table 5. Recoveries were much greater on the second, first and third days (in that order) following the day of re1c3e than during the day of release. Recovery for these four days was 79% *f the total recovery. Daily re coveries thereafter declined regularly. There appeared to be a possible relationship between the temperature of the water and fish movements, recoveries tending to be higher when the temperatures were 57° F. and 580 F. Thzr ing the experiment, temperatures ranged from 5k° F. to 59° 7., and the mean recoveries at each temperature are given in table 6. Th. temperatures for the different days are given in appendix table 2. Wagner, in 1958, detected no relationship between bypass utilization and water temperature (6, p. 31). Only one day of rain was recorded during the experiment and no effects of rai* on downstream hatchery fish movement or bypass utiizaton could be detected in these data. However, the weather data collected and wild fish captures made before, during and after the experiment indicated a possible relationship between fish movement and inclement weather. Xn table 7, the captures of wild fish and the recoveries of experimental fish are given for the day before rain, the day of rain, and the day following rain. total recoveries for the three days immediately P ab1e 5 wiber and per cert recoery of coho ea1on on varioue dayø after release Dayafter release 0 Number recovered 6 7 8 9 10 38 17 13 11 3 4 5.6 2.5 1.9 1.6 0.3 4 1 2 3 84 162 165 125 54 12.4 24.0 24.4 18.3 8.o Per cent of total. recoveries o.6 27 Recovery of coke salmon at water temperatures occurring during experiment Tenperatures in degrees Fahrenheit Number' recovered Number of days Mean recovery per day 55 56 5? 58 59 U 85 91+ 266 18o 40 1 5 5 7 5 3 U 1? 19 38 6 13 Table 7 Captures of wild fish on day before rain, day of rain, day after rain, and during three-day periods before and atter theee days Date ora rain rain 7 er 3 days before and 5 daya after rain rain Total Daily sean May U 403 98 285 1457 243 May 20 216 239 299 734 122 June 6 420 ako 180 1064 177 8 47 42 128 21 Aug. 5 286 139 80 608 101 Aug. 9 6 134 32 1+72 79 Aug. 17 52 34 33 193 32 Sept. 6 89 177 14 212 71 July 10 * Trap was not fished Sept. 2, 3 and 4 and only a part of Sept. 6. before and the three days iediate1y after the above three inclement days are also given. The recoveries on these six days furnsb a comparison for the other recoveries. The largest catobea were usually made on the day before rain. The mean catches for the three days before and after the inclement days were usually lower than for any of the inclement days. The correlation between rain and downstream migration is often mentioned in the literature, but no reference to movements beginning in advance of rain has been fou*d to support the indication from this study. Coipl,mentary Observatione Wild fish capture. During the period the trap was fished, April 1 through August, a total of ll,2k2 colic ealmon and steelhead rainbow trout captures was recorded. £ summary of captures by species in 7-day period.e with the number days fished during each period appears in appendix table 1. The total captures of steelhead rainbow trout was 5,13k, of whcb 261 were adults, nearly all of the latter being spent. The mean rate of capture of the 14,873 juveniles was 38 per day. The downstream movement of this species began in early April and dwdled in early June; a few captures were made in each 7-day period to the end of the fishing period. The downstream movement of from early May to mid-June. uveni1e coho salmon extended The peak of the movement was coit- csntrated in a three-week period begtnning May 20; during this period, the mean daily capture was 132. A smaller, but pro- nounced, mid-summer movement of this species occurred, with its peak in a lkday period beginning July 29; the mean daily capture was 86. This contrasts with a mean daily capture of k8 for the entire trapping season including both peaks. With this species also, some captures continued to be made to the end of the season, The movements of both species were mainly over at the start of the experimental tests, This may in part explain the poor recoveries during the experiments, although hatcheryreared fish might not exhibit the ease pattern of movements as the wild fish did even earlier, Yelocity determinations Velocity determinations in the forebay revealed that a swift current ran near each wall. These currents were deflected inwards at the screens, through which they lost much of their volta,, The residual currents met and combined to form a single md-for.bay reverse or ttpstream current, which continued some 30 feet upstream from the screens. 1ere, the upstream current divided and the parts were deflected outwards and joined the swift downstream currents near the ide. This general pattern of flow extended vertically from the srfaoe to the bottom. The highest velocity of 3.6 f.s. was recorded once along either bank at depths of k feet, from the scroena. 0 feet and 50 feet upstream The lowest velocity determination of 0.9 f.e. was made twice near the canter of the canal, 10 feet up stream from the screens at depths of 10 and 3.3 t..t. All of the determinations made in the central part of the canal b tween 10 and 50 feet from th* screen were less than 1 f.s., with one exception of 1.06 C.s. At 10 feet from the screens, the 3.0w flow area Was about 3,9 feet wide. was about 1 Tt tapered until it feet wide at a. distance of kO feet from the screens. Velocity determinations at the ports wr made late in the season when water flow through the canal was so much reduced that it was not possible to maintain the 11.10 c.f.e. through the bypass whtcb was used in th. experimental tests. Determinations were made at every port for each of the 15 port combinations which bad been ue8 in the tests. The rang. in entrance ielocities was from 0.0 t.e., which occurred in several port combinationi at the highest port, to 2.09 f,s., at a bottom part in the port combination in which only the bottom port group was open (000k). At th, time the determinations were riade, due to the low water in the far.bay, the uppermost ports were only partially submerged, During the tests, the surface of the water was more 31 than a foot abot the tops of these ports, and water flowed through them. Velocities increased in all port combinations with increased port depth with but few exceptions. These departures from the trend may have been due to error or, possibly, to temporary disruptions of normal velocities by surges, Fish behavior Fish congregated heavily in the quiet area of the forebay, especially in late afternoon and evening. Marked fish were easily distinguishable from wild fish. The large number of wild fish observed in the forebay indi.. cated that they tended to delay before bypassing, as did the experimental fish. This delay, in part, may be attributed to the presence of the quiet water in the forebay, which affords the fish a resting place. The absence of impingement on the screens is, possibly, partially ascribable to the presence of this resting place. Impingement is a major problem at some traveling screens (5, p. 25..26). Observations at the screen and ports ware onetimes made with the aid of a "glaes..bottom boat"--a plywood box without a cover a*d with a 1k in. x 2k in. viewing window in the bottom. Visibility was excellent to below the level of the second port and Lair to the fourth or fifth port down. Adult steelhead trout were seen swimming in the quiet water of the sand trap 32 nearly 20 feet below. The 3uveni3.e fish were seen actively investigating the screen and ports. They swam, apparently with ease, maintaining a position about a foot from the screens with their heads oriented upstream., as they progressed laterally across the face of the acreans. On approaching a port, the fish moved slightly upstream and hesitated there for some tim. before continuing their lateral movement across the screen, Although many hesitated near the openings, all appeared reluctant to commit themselves to the bypass, and none were seen to enter. Had any done so, it would have been tail firat and not unoriented as Wagner (6, p. 50) observed them entering side ports where velocities were much greater. Th. fish showed no alarm at the presence of an underwater observer among them, when this method of observation was em ploy.d. They swam unconcernedly about, even swimming under the shoulder straps of the harness used for carrying the underwater breathing apparatus. They nibbled at the laces of the observer's swim trunks and, when his hands were occupied, "packed" at the corners of his lips and eyes, Turbidtty from suspended volcanic ash became a problem on May 29 which persisted to the end of the study. This turbid condition halted underwater and "glasebottom boat" observatio*s before any ob4ective studies could be undertaken. J1 SUMMAR! AND CONCLUSIONS The fish screens in the hydro-elec trio diversion canal near Marmot Darn on the Sandy River in Oregon stop downstream migrant sairnonide from entering the power plant. then returned to the Sandy River by a bypass through ports located near the screen. The tiBh are ich they enter This installation has been under investigation since 1952 to determine the necessary volumes and velocities of water and the proper arrangement of ports to successfully bypass the fish. The work described here wan done in the spring and summer of 1957 and consisted of d. signing *nd installing an expermenta1 apparatus, conducting tests with this apparatus to determine efficiencies of differ- ent port arrangements, and gathering other data pertinent to the study. 1. Of the 32 bypass ports, already present at the screens, 16 were enlarged and made square. ports were closed with cover plates. The remaining 16 Each of the altered ports was equipped with a gate which was individually operable from above. The square shape was maintained through all size changes from fully closed to fully opened. These modifications ad possible studies with size, number, and depth of ports as ex- perimental variables. 2. The objective of the mark-release-recover experimental teats with juvenile salmonids was to determine the utilization of port arrangements which varied in the number and depths of ports open. Wild fish being unavailable, hatohery-reared fish were used as experimental antaals. Lach day in the 30da series of tests, 100 coho ea1on, 0ncorhyncha kisutc (Walbaum), and 200 steeThead trout, Salmo jerii gairdnerii Richardson, were marked distinctively for the day and released. The cobo salmon were from k to 6 La. in length and the steelN head from 5 to 7 in. in length, £xerimental fish were re- covered in the bypass trap and the number, species and day of release recorded. tested twice. each of 15 different port combinations was The discharge rate of the bypass water was main- tained constant at 11.10 c.f.e, A second series of tests was made in which coho salmon, to 3 in. in length, and steelhead rainbow trout, 5 to 7 in. in length, were used. The recoveries were too few to be of value in bypass utilization analysis, but the series was cornpie ted to further test the apparatus and to study experimental methods. 3. Observations were made on natural and artificial en- virozamental conditions which might influence the downstream movement of wild fish and the behavior of wild and hatchery fish near the screens. k. The number of recoveries of steelhead trout in the first series of tests was insufficient for analysis purposes. 5, Analysis of cobo salmon recovery data showed bypass utilization tended to be highest when few ports were open and when theee were in the higher positions, The highest seen utilization occurred with the port combination in which only the upper four ports were open, 6. There was an apparent correlation between water temperatures and bypass utilization during the experiment. Mean recoveries were highest at 57 F. and 38° 1'., and dimin shed with the higher and lower temperatures. 7, Both wild and oxparinental fish tended to linger in the torebay before bypassing, Experimental coho salmon were captured as many as 10 day.s after release, Of the total by- passed, 24.4 per cent were bypassed the second day after re lease, 24 per cent the first, 18.3 per cent the third, and 12.4 p.r cent during the day of release. Recoveries decreased gradually from the fourth to tenth days after release. 8. captures of wild fish were *ade from the first of April through August. Downstream movement of both echo saliom and steelhead trout reached peaks in Nay, with the peak of the latter species about two weeks the earlier. The steeThead trout movement started in the second week of April, the echo salmon movement in the second week in May, and both movements continued to njd.June. A second, smaller but pronounced, movement of coho salmon occurred in mid.eunner, The data show that most of the tests were cond*cted after the peaka of the natural downstream movements were over, and more than half of the tests were made after these movements had virtually ceased. 9. Wild fish downstream movement was influenced by inclem- eat weather, Captures on the 8 days of rain recorded from April 1 through August, and the captures on the days immediately preceding ad following those rains, were ibove the norasi for the particular periods. 10. Velocity determinations at 150 stations in the screen forebq- ranged from 0.9 f.e. to 3.56 f, flows were swift at both aides and slow in the central part of the forebay, Flows in the central area tended to be upstream. Velocity determinations at the port entrances ranged from 0.0 f.s, at the top ports to 2.09 f.s, at the bottom ports, de pending on the particular port combinations, U. Bank observations showed fish tended to congregate in the quiet area of the forebay. The opportunity for resting afforded by this quiet water was, probably, partially responsible f or the delay in the forebay before bypassing and for the fish being able to avoid impingement on the screens. W&tb th use of a "glass-bottom boat", fish were seen to be actively investigating the screen and ports. They approached the ports cautiously, hesitating upstream from them, but seemed reluctant to enter. 37 1nderwater observations showed the fish to be completely undisturbed by the presence of an Observer among them. 12. Th. factors responsible for the relatively htgh utilization with few ports open and. with open ports in the higher positions were not established. However, the high utilization with few ports open ma have been related to the high entranc. velocity which prevailed under that condition. The inability of the fish to return to the forebay through lower ports when these were closed or when entrance velocities were high may ha* influenced the results. High utilization of ports located at the upper level could have been duo either to a stratification of fishes in the for. bay or to any vertical, diurnal movement which brought ali or moat of the fish to the upper region at night when bypassing was observed to be greatest. BIBLIOGRAPE! 1. Chapman, Donald W. An improved portable tattooing device. Progressive Fish Culturist l9():l82-184, 1957. 2. 1err, James E. Studies on fish preservation at the Contra Costa Steam Plant of the Pacific Gas and electric Company. Sacramento, Californ±a :Dertment of Fish and Game, 1953. 66 p. (Fish Bulletin no. 92) 3, Oregon. State Game Commission. Fiehery Division, The control of downstream migrants by means of mechanical screens. Salem, 1956. 7 numb0 leaves. (Processed) 4. U. S. Dept. of Interior. Fish ad Wildlife Service. Survey of the Columbia River and its tributaries. Part 3. 1950, 103 p. (Special Scientific Report. Fisheries no. 36) 5. U. S. Dept. of Interior. Bureau of Reclamation, Region 2, and Fish and Wildlife Service, Region 1. Fish protection at the Tracy pumping plant, Central Va11y Project Ca1i ornia: Development of a fish salvage facility. Feb. 195?. 96 p. 6. Wagner, Harry Henry. The size and location of escape ports for bypassing salmanid fish at a screened diversion canal. Ma8ter's thesis. Corvallis, Oregon State College, 195?. 76 numb. leaves, 48 38 6io8 434 6 3.73 25 48 94 10 13 109 7 3 13 18 9 14 i3 106 202 653 46 18 75 92 27 95 301 962 20 7 742 1414 272 529 39 88 3: 6 28 4 2 4873 7 8 9 9 10 6 2 3 3 3 4 9 59 89 141 84 172 io6 - - 49 12 mean Total Daily Juvenile salmon Coho 32 27 3 261 0 53 65 66 0 35 62 42 30 23 10 31 64 414 632 990 591 1033 319 224 162 U 0 1 0 0 o 0 0 1 0 2 4 0 1 0 6 0 0 o 3. 0 2 3 7 7 16 28 2 3 season forth. mean Daily 17 5 7 7 7 ota1s 26 19 12 5 Aug. 6 7 7 7 14 18 54 8 66 4 2 0 29 22 15 7 6 6 5 8 Julyl 3 7 46 8 22 3. 0 0 mean total mean tota3. Daily Daily Adult Juvenile trout Steelhead 24 17 10 3 June 27 20 13 6 May 6 29 22 15 3 0 7 6 4 8 1 April fished days of Number period fishing of $tart periods aevenday in 1957, August, through April salmon, coho and trout steelbead wild of Captures Table 2 lacoveries of experiaantal fish, captures of wild fish, water and weather conditions during experiaent Test number Dat* Pert combinatien Water and watker conditions TemperaRiver tare in discharge Weather 7. in c.f.a. 5/23 5/24 1 2 1200 1004 47 49 5/27 3/28 5/29 5/30 3 4 3 6 7 8 0230 0004 53 5/33. 6/ 1 6/ 2 6/ 3 6/ 4 6/ 3 6/ 6 6/ 7 6/ 8 6/ 6/10 6/11 9 10 11 12 13 14 15 16 1? i8 6/19 6/20 6/21 6/22 6/23 19 20 23. 22 23 24 25 26 6/a'* 6/25 6/26 6/27 6/28 6/29 6/30 27 2 29 30 3.000 0030 0034 0230 1234 0034 0200 1230 1034 0234 0004 1230 1234 1204 0230 1000 1200 0100 1030 1204 1034 1030 look 0204 1004 0030 56 6 59 57 57 57 57 37 5? 8 58 8 58 59 ... bead Coho bad 8 2 392 60 65 30 1180 1120 1060 1040 1030 1010 993 942 923 937 1060 878 835 78? 740 775 Clear Clear Clear Clear Overcast cloudy Clear Clear Cloudy Rain Overcast Clear Cloudy Clear Overcast Cloudy 10 10 24 2 4 6 68 48 220 43 110 253 129 115 289 158 108 60 105 52 13 9 67 84 235 31 872 823 787 740 718 706 684 679 745 706 657 630 Cloudy Clear Clear Clear Clear Clear Clear Overcast Clear Overcast Clear Clear 3. 10 26 25 9 59 ..... 8 4 6 7 7 8 9 8 6 9 33. 24 U 2 i8 19 43 7 128 30 35 27 9 12 52 32 30 7 24 676 ............... St..1- Steel- Coho Overcast Cloudy Totals ... Capures 1640 3.900 56 56 55 56 57 59 58 55 35 54 55 R.coyeriea .... 64 31 51 31 12 7 0 0 5 0 13 113 23 13 24 3 10 5 7 5 0 0 0 15 0 7 11 15 10 4 0 0 1 4 0 1 0 1 5 5 3 19 5 160 .... 71 71 95 57 73 .... Table 3 Water velocities in feet per second in forebey at 'various lonhitudinal, lateral and vertical locations Distanc Forebay width below surface Distance frog screen 10 ft. 38 ft. 1 4 7 10 13 ft. ft. ft. ft. ft. 34 ft. 20 ft. ft. ft. ft. ft. 13 ft. 1 4 7 10 30 ft 31 ft. 1 ft. 4 ft. 7 ft. 10 ft. 12 ft. 40 28 ft. ft. Distance froa south forebay wall 2 ft. 7 ft. 12 ft. 19 ft. 26 ft. 31 ft. 2.37 2.16 2.30 1.71 2.30 2.16 1.48 1.06 0.25 0.13 1.13 0.25 0.25 0.53 0.13 0.70 0.33 0.33 0.55 0.09 0.91 0.99 0.47 0.09 0.33 1.6k 1.28 0.47 0.40 0.70 36 ft. 1.48 2.05 2.09 2.90 2.30 2 ft. 7ft. 12 ft. 17 ft. 22 ft. 2?ft. 32 ft. 2.45 2.19 2.67 2.52 2.41 0.99 0.62 0.33 1.13 1.94 0.47 0.29 0.39 0.33 0.88 0.33 0.13 0.24 0.47 0.47 0.36 0.33 0.35 0.64 0.73 1.48 o.81 0.91 1.71 2.34 3.01 2.55 2.39 2.67 2.37 2 ft. 9 ft. 22 ft 29 ft. 2.27 2.59 3.19 2.71 2.48 0.35 0.23 0.38 0.68 o.8i 0.31 0.27 0.22 0.29 0.22 0.46 0.35 0.31 0.66 0.53 2.83 2.90 2.90 2.87 2.90 2 ft. 8 ft. 14 ft. 20 ft. 26 ft. 2.59 0.47 0.36 1.06 0.55 0.77 0.40 0.51 1.09 3.16 3.36 3.34 2.87 4 ft. y.k 7 ft. 3.01 2.75 1.02 0.59 0.62 1.31 2 ft. 7.23 ft. 2.97 3.36 3.19 2.41 1.68 0.95 0.88 0.66 2 ft. 7.25 ft. 2.97 3.30 2.45 3.89 1.87 1.56 1. ft. 10 ft. 50 ft. 25 ft. 1 4 7 9 ft. ft. ft. ft. 60 ft. 23 ft. 1 ft. 4 ft. 7 ft. 13.5 ft. 12.5 ft. 0.77 0.81 0.73 0.73 12,5 ft. 1.13 0.91 0.81 17.75 ft. 23 ft. 1.48 0.66 1.06 1.20 2.90 3.49 2.73 2.27 17.73 ft. 23 ft. 3.93 2.27 1.98 3.08 2.97 2.41 Water velocities in feet per second at entrances to ports for port combinations used in tests by port groups Port Port nation Port group 1000 1 1200 3. 2 1230 3. - 2 3 123k 1 2 3 4 Yslocity nation Port group 0.77 1.28 0.00 0.40 0.36 0.81 0.00 0.13 0.04 o.i8 0.33 l.02 0.00 0204 2 combi- 0.09 0.22 0.23 0.44 o.66 ½ 2 3 4 0034 3 0.04 0.25 0.33 0.51 0.84 i.a8 0,33 1.06 0030 0230 3 2 ½ 1.20 2 09 0,81 1.13 0.33 0,40 3 0.70 1.56 0200 2 1204 1 0.77 1 20 0.00 0.33 2 4 1034 1. 3 4 1030 1 3 look I 1.38. 000½ 0.40 0.4? 1.20 - 1.43. 0234 Velocity 4 o.ko 0.09 0.40 1.64 0.09 0.18 0.47 0,84 1.13 0.09 0.47 0.62 1.48 0.09 0.18 0.40 1.36