{V M H i \ Willi Mill l» _ 3 1293 00796 1 Till ll This is to certify that the thesis entitled FIRST-YEAR RESPONSES OF A STREAM AND ITS BROOK TROUT POPULATION TO HINGE-CUTTING OF RIPARIAN BRUSH presented by Mark Muir Ultis has been accepted towards fulfillment of the requirements for Master of Science degree in Fisheries and Wildlife /‘ , ./ /////Zi,. /// //../// Major professor Date February 7, 1986 0-7639 MS U is an Affirmative Action/Equal Opportunity Institution ll ill 99 2 I- i L MSU RETURNING MATERIALS: Place in book drop to LJBRAfiJES remove this checkout from mun—n. your record. FINES will be charged if book is returned after the date stamped below. ‘ 4\- .17 1': ”:1. 0 E" f’“ a ' ‘ WM @092 E37?§}'e PM) 9 :41; f f "‘T 0;§'€ s FEB 1% mg 553‘ 0 2 2005 FIRST-YEAR RESPONSES OF A STREAM AND ITS BROOK TROUT POPULATION TO HINGE-CUTTING OF RIPARIAN BRUSH By Mark Muir Ultis A THESIS Submitted to Michigan State University in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE Department of Fisheries and Wildlife 1986 ABSTRACT FIRST-YEAR RESPONSES OF A STREAM AND ITS BROOK TROUT POPULATION TO HINGE-CUTTING OF RIPARIAN BRUSH By Mark Muir Ultis Changes in brook trout (Salvelinus fontinalis) abundance and stream channel morphology were investigated after the addition of overhead bank cover in the summer of 1980 by hinge-cutting riparian brush along the Salmon Trout River, Marquette County, Michigan. Within the following year, the trout population declined abruptly over the entire study area (decreases of 21% in numbers, 38% in biomass). However, trout abundance within five treated sections in the study area remained relatively constant (no change in numbers, decrease of 11% in biomass). Changes in stream channel morphology included an 8% decrease in width, 5% increase in depth, 20% increase in water velocity, and 121% increase in overhead bank cover within the treated sections. The study suggests that hinge-cutting of riparian brush may be an economical method of cover creation for streams with suit- able bank vegetation. ACKNOWLEDGEMENTS I would like to express appreciation to Drs. Ray J. White and William Taylor for their guidance in the completion of this project. Drs. Niles Kevern and Richard Merritt provided review and editorial comments. I would like to thank Guy Fleischer, Kurt Fausch, Greg Curtis, Chris Bennett, Peter Jacobsen, and Paul Scheer for their assistance in the field studies. The Huron Mountain Club provided funds and facilities which made this study possible. ii TABLE OF CONTENTS Page LIST OF FIGURES . ........ . ....................................... iv LIST OF TABLES .................................................. v INTRODUCTION .................................................... 1 STUDY AREA ........... O O O O 0 ........ O OOOOOOOOOOOOOOOOOOOOOOO O 0 0 O O 0 5 Specific Location of Study Area ............................ 7 Water Quality and Discharge ......... . ............ .......... 7 Bed Materials .............................................. 7 Biota ...................................................... 10 METHODS AND MATERIALS ........................................... 12 Population Estimation ...................................... 12 Calculation of Population Estimates ........................ 14 Habitat Studies ............................................ 16 Drift sampling OOOOOOOOOOOOOOOOO O 0 O O O O O O O O O O 0000000000 O ..... 17 Habitat Alteration ......................................... 17 Statistical Analysis ....................................... 18 RESULTS AND DISCUSSION ............. . ..... . ........... . ..... ..... l9 Trout Population ............................ . .............. 19 Trout Growth ................ . .............................. 24 Habitat .................................................... 24 Streambed Material ..................... . ........ . .......... 30 Comparison of Trout Populations between Treatments and Controls ....... . ...................................... 36 Invertebrate Drift ................................ . ........ 37 Implications for Management ................ . ............... 41 Conclusions ...... . ......................................... 44 LITERATURE CITED ................................ ................ SO APPENDICES ............................................... . ...... 53 iii LIST OF FIGURES Number 1 The Salmon Trout River .................................. 2 Salmon Trout River study area ........................... 3 Mean stock density and standing crOp estimates in control and treatment sections over four sampling periods ................................................. 4 Relationship between stock density and standing crop with length of bank cover, September 1979 ..... . ......... 5 Relationship between stock density and standing crop with length of bank cover, June 1980 .................... 6 Relationship between stock density and standing crop with length of bank cover, September 1980 ............... 7 Relationship between stock density and standing crop with length of bank cover, May 1981 ..................... iv 23 -37 38 39 4O LIST OF TABLES Number .ngg 1 Stock density and standing crop estimates (all sizes) ..... 20 2 Stock densities and standing crop estimates (< 150 mm) .... 21 3 Stock density and standing crop estimates (> 150 mm) ...... 22 4 Physical characteristics of treatment stations ............ 25 5 Physical characteristics of control stations .............. 26 6 Fall standing crop comparisons ............................ 27 7 Growth of marked year-class brook trout ...... . ............ 28 8 Length of streambank meeting overhead cover criteria ...... 30 9 Substrate composition ................ .. ................... 32 10 Correlation coefficients standing crop .................... 34 11 Correlation coefficients population density ............... 35 12 Significance of changes in trout abundance between years 42 13 Significance of changes in trout abundance between paired control and treatment sections ..... ................ 43 14 Total drift rates ......................................... 44 A1 Discharge estimates ........... ...... ............ .......... 53 A2 Shocking dates ............................................ 54 A3 Finclip record for wild young of year ......... . ........... 55 A4 Recapture efficiency ...................................... 56 A5 Brook trout population estimates by station in the Salmon Trout River, September 1979 ........................ 57 A6 Brook trout biomass estimates by station in the Salmon Trout River, September 1979 ........................ 59 Number A7 A8 A9 A10 A11 A12 Brook trout population estimates by station in the Salmon Trout River, June 1980 ........ ................ Brook trout biomass estimates by station in the Salmon Trout River, June 1980 ............... ............. Brook trout population estimates by station in the Salmon Trout River, September 1980 ..... .................. Brook trout biomass estimates by station in the Salmon Trout River, September 1980 .................. ..... Brook trout population estimates by station in the Salmon Trout River, May 1981 ........ ...... .. ............. Brook trout biomass estimates by station in the Salmon Trout River, May 1981 ............................. vi 63 65 67 69 71 INTRODUCTION Trout habitat management can be divided into four general areas: habitat protection, restoration, enhancement, and maintenance. The first, habitat protection, involves preventing activities which damage streams or their drainage basins. This may entail such practices as fencing streambanks in pastures to decrease damage from grazing, preventing channel modifications such as snagging, clearing, and ditching and controlling sources of pollution, including sedimentation from agriculture and other human activities. Restoration consists largely of repairing the effects of damaging activities which were not prevented. Habitat enhancement is the creation of more suitable habitat than would naturally occur. This may be in relatively undamaged streams leading to a "hyperhabitat," or may be used in stream sections lying near the end of natural suitability for salmonids. Habitat maintenance is the continuing upkeep of previous management endeavors to prevent a return to the prior conditions. This is most critical in cases of hyperhabitat where the stream will eventually return to a less productive state without periodic inputs of energy and materials. State and federal programs of trout stream improvement had begun by the 1930's (Hubbs et a1. 1932), however, little evaluation of the effects on trout populations were possible until accurate methods of estimating trout abundance by electrofishing were developed in the 1950's (White 1975). One method of habitat management, used in both restoration and enhancement, is the construction of current de- flectors and bank covers. The primary purposes of these devices are to increase the depth of the channel and to increase the amount of usable bank cover. The importance of increased channel depth to stream salmonids is that more living space is available. An increase in the number of suitable microhabitats in a given stream section may reduce agonistic behavior and allow higher population densities (Chapman 1966; Allen 1969). Many investigators have demonstrated the impor- tance of bank cover in regulation of trout abundance. Trout populations declined following removal of brush cover from a Montana stream (Boussu 1954). Installation of bank covers and deflectors preceded increased trout abundance in several studies (Saunders and Smith 1962; Hale 1969, in White 1973; Hunt 1971; White 1975). The most compre— hensive study of the effects of stream habitat improvement was done by Hunt (1971) on Lawrence Creek in Wisconsin. He found that by increasing the amount of available bank cover, the abundance of age II + trout increased dramatically within three years of the alterations. He proposed that the increase was due to greater overwinter survival afforded by the extra cover. In 1976-77, the relationship between abundance of instream bank cover and abundance of brook trout was studied in two sections of the Salmon Trout River, Marquette County, Michigan (Enk 1977). The study showed that the variation in abundance of trout in 100 m stations was primarily due to variation in the amount of instream cover. It was hypothesised that addition of cover could allow the trout popu- lation to expand provided other environmental factors were favorable. The present study was designed to test the effect of rapid cover creation on trout abundance, and on the physical characteristics of the stream channel in the Salmon Trout River. The method of cover creation chosen was "hinge-cutting" of riparian brush. This involved sawing partially through the stems of streamside brush and folding the tops over into the water. This method is somewhat similar to the use of brush bundles for stream habitat improvement by the Wisconsin Department of Natural Resources but takes less time and effort to construct (R. J. White, pers. comm.). Hinge-cut cover usually comes in close proximity to the stream bed, which is thought to be most desirable as a position choice by trout (Bassett 1978). Certain manipulations of streamside vegetation are regarded as useful in habitat management for trout (White and Brynildson 1967). Removal of trees and high brush to promote growth of grasses and low brush helps to stabilize banks and provide overhangs. Planting of trees is usually discouraged, except where stream temperatures are unusually high (White and Brynildson 1967). Recently, experiments were carried out to test the effect of complete brush removal on trout abundance and channel form in a number of Wisconsin streams (Hunt 1979). While disruption of fish populations due to stream flow variation confounded the results, it was concluded that removal of brush led to a larger stock of legal sized trout, owing to im- proved channel conformation. The hinge-cutting technique of habitat alteration used in the present study is new, hopefully combining the beneficial effects of increasing overhead bank cover, narrowing and deepening of the channel, and removal of shade-producing brush to allow grasses to stabilize the banks. General objectivesof this study were: 1) 2) 3) To determine the effect of rapid creation of cover by hinge-cutting riparian brush on the abundance of trout in selected treatment sections on the Salmon Trout River. It was hypothesized that the trout population would in- crease in response to cover creation, but that there would be a time lag in response such that the slopes of the relationships between trout abundance and cover abundance would decrease in the first years and then gradually increase in later years. To determine the effect of hinge-cutting on channel form, flow, and substrate composition. It was hypothesized that the hinge-cutting would create a narrower, deeper channel, that water velocity would increase, and that fine stream— bed sediments would be eroded away, leaving more gravel and rubble exposed at the bed surface. To evaluate riparian hinge-cutting as a practical habitat management technique. STUDY AREA The Salmon Trout River originates in the southeastern portion of Huron Mountains in Marquette County, Michigan (Figure 1). The stream flows northeastward about 20 km, with a gradient of 1.181nlqml until it enters Lake Superior (Hendrickson et a1. 1973). The total drainage area is 9,790 hectares. The headwaters and central portion of the Salmon Trout flows primarily through northern hardwood forest, while the lower stream is located in a mixed coniferous-hardwood swamp (Enk 1977). The river is divided by three major waterfall areas which restrict the movement of fish, and by two man-made dams. Lower Dam is within the study area, located about 1 km upstream from Sheet Rock Falls, and was built for flood control and to provide a sediment trap and fishing pond. The stop-logs were removed from this dam in the fall of 1978 to eliminate the impoundment of water in preparation for this study. Most of the river is located within the boundaries of the Huron Mountain Club, and is isolated from public access, however, local residents and other non-club members are known to fish the Salmon Trout, after trespassing via such routes as hiking trails and logging roads. I. SU'IIIOI 35040” 1.00! Figure l. The Salmon Trout River. uvu /”’\ I ’ MICHIGAN . 0' . STUDY 0 5 scfiLE 2 AREA . was (0 ‘tv 0 .5 1 2 «noun-s =f ' ’ ' um: an: may 6 V n «.9 Ch 39" L. SUPERIOR Specific Location of Study Area The study area extended from about 100 m above Sheet Rock Falls (part of the Lower Falls complex) to the base of Middle Falls, a total of 2.872 stream km (Figure 2). This portion of the river lies within sections 13 and 14 of Township 51 North, Range 28 West. The closest town is Big Bay (population: ca. 250), located about 9 km to the east. Water Quality and Discharge All river basins in the Upper Peninsula were glaciated, however, the glacial deposits were thin or absent in the area of the Salmon Trout. This has contributed to the highly variable streamflow, wide temperature fluctuations, and great floodflows found on the Salmon Trout. Mean discharge reported by Hendrickson et al. (1973) was 53 cfs in section 12, T 51 N, R 28 W. The ratio of 10 percent to 90 percent duration discharge was 1.86. Hendrickson (1973) also reported that the hardness of the stream was 62 mg/l CaCO and the pH about 7.6. The softness of the water 3 is due to outcroppings of crystalline bedrock in the area, which allow little mineralization of runoff entering the river. Bed Materials The predominant bed materials vary within the study area. Below Lower Dam, gravel and rubble is abundant, intermixed with sand. Above the dam, sand and silt are predominant up to about station 50. These stations are in a meadow—like area and were formerly impounded Figure 2. Salmon Trout River study area. Treatment sections are shaded. Control sections are unshaded. NHddhu an: 0' ID i» '“ in in a “‘\‘\‘\\m‘\\\\\\‘_ (D . . a In Figure 2. Shoot Rock Falls 10 by Lower Dam. From station 50 to Middle Falls, the amount of gravel increases and occasional patches of clay are present. Biota Aquatic macrophytes are scarce within the study area, presumably due to frequent flooding and sand substrates. Occasional patches of Potamageton Sp. were present on silt flats below Lower Dam. Previous work on benthic invertebrates in the Salmon Trout (Smith 1941) found a standing crop of 7.5 cc/m2 for rubble stream bed and an average of about 6 cc/m2 for all stream bed types in the unimpounded sections of the current study area. This was low compared to other streams cited by Smith and was also attributed to severe flooding, shifting sand bottom, and poor fertility of the water. In the spring of 1981, a study was undertaken in conjunction with this research to investigate the effects of hinge-cutting on macro- invertebrate abundance and biomass (Dr. R. ierritt, Dept. of Entomology, MSU). Bottom samples in untreated sections revealed a biomass of 12.3 mg dry wt/m2 in May and 45.6 mg dry wt/m2 in July. Differences between untreated and experimental sections following hinge—cutting are discussed in the results. Within the study area, brook trout (Salvelinus fontinalis) are the most abundant fish species in both numbers and biomass as de- termined by electrofishing. Other species present include slimy sculpins (Cottus cognatus), creek chubs (Semotilus atromaculatus), and dace (Rhinicthys sp.). The Huron Mountain Club stocks legal size brook trout ( > 200 mm) annually within the study area. Occasionally, rainbow trout (Salmo gairdneri) have been stocked. 11 All stocked brook trout are given fin-clips to differentiate them from wild trout for population estimates (see Table A3 for specific fin-clips). Fishing pressure could be considered light, due to the limited access, and catch and release fly-fishing has been required for club members between Lower Dam and Middle Falls (about 60 percent of the study area) since 1975. METHODS Twenty-seven stations, each about 100 m long, were selected for use as experimental and control sections to test the brook trout population response and changes in channel form and flow due to hinge- cutting of riparian brush. The study area corresponds to stations 34-60 as designated by Enk (1977). Five experimental sections, each composed of two stations, were chosen along the study area to provide maximum spacing between treatments (Figure 2). The remaining sections were designated control sections and were either two or three stations in length. P0pulation Estimates Mark-and-recapture electrofishing was done in spring and fall to estimate brook trout abundance beginning in the fall of 1979 and continuing through the spring of 1981. Two shocking runs were made for each estimate. The electrofishing unit consisted of a wood and styrofoam boat which carried a gasoline-powered lOO—600-volt DC "generator," formed by an AC alternator with rectification to DC. Three handheld positive electrodes were connected to the generator through spring-loaded retracting reels mounted on the front of the boat. Each electrode was a fiberglass handle with a head of stainless steel rod bent into a diamond-shaped 100p about 30 cm long. The cathode was a sheet of 12 l3 galvanized steel covering the bottom of the boat. A live tub for holding captured fish was carried on the boat, and nets within the tub separated fish from different stations. The electrofishing procedure was composed of one crew member pulling the boat upstream and shocking the mid-channel, while two other men covered the area along each stream bank. Often, all three men would converge on large pieces of cover such as log jams, undercut banks, and brush piles. Fish drawn to the electrodes were netted and transferred to the live tubs. After a number of stations were shocked, the live tub was dropped off, and another crew would process the catch. During processing, the fish were.anesthetized with tricaine methane sulfonate (MS—222), measured for length, weighed, and examined for prior fin—clips. On the first shocking run, all fish captured were given a temporary clip along the bottom of the caudal fin. After pro- cessing, the fish were placed in fresh water until revived. then carried back to the downstream end of the station in which they were captured, and released. This enabled the fish to redistribute normally for the recapture run. At least two days were allowed to elapse between shocking runs to enable the fish to recover and redistribute. On the second shocking run, fish were examined for first run marking clips, and recorded as either marked or unmarked. Unmarked fish were measured for length, and weighed, while recaptures were only measured for length. Each shocking run required at least a day and one-half of electro- fishing. When processing the fish of the recapture run, the upper tip of the caudal fin was clipped to prevent double-countingcfi'fish that might swim upstream past the shocking team's position overnight. 14 Shocking dates on the Salmon Trout River are given in Table A2 in the appendices. During the fall shocking periods, young of the year trout captured were given specific permanent fin-clips to facilitate future recognition of the year-classes for growth studies (Table A3). Calculation of Population Estimates Trout population estimates were calculated using a modified Petersen method given in Seber (1973): ) (m1) (r+u+1) (r+1) Z I p-a where, 2) II estimated population m = number of marked fish r = number of recaptures u = number of unmarked fish in second run When r/r + u > 0.1 the N is asymptotically normally distributed, and 95 percent confidence intervals are given by: 1.96 H V 2» + where, _ (m+1)(r+u+l)(m-r)(u) (4+1)2 n+2) When r/r + u > 0.1 and r/m < 0.1, the Poisson approximation is recom- mended using r as the entering variable into the tables (Chapman 1948). The upper and lower confidence limits are given by: ) LC, UC = (m)(r+u)(x1,2 15 where, x1 = lower limit given by table x2 = upper limit given by table LC, UC = lower and upper confidence limits Estimates were made for different length groups of trout, due to the size selectivity of electrofishing gear (C00per and Lagler 1956). Efficiency of capture tends to increase as fish size increases. Separate estimates were made for fish of each 25 mm length interval beginning with_: 100 mm, continuing up to > 200 mm. Due to great vari— ability of recapture rates for the individual IOO-m stations, pro- bably a result of movement of marked fish across station boundaries, population estimates for the entire study were calculated for each size group. These estimates were then prorated back to individual stations by the proportion of marked and unmarked fish ("new fish") captured in that station relative to the total number of marked and unmarked fish in the entire study area. This method of combining the data and then prorating total estimates is more accurate than indivi- dual estimates because it allows the use of larger units in the esti- mations, particularly the number of recaptures, upon which the method is based (Cooper 1952). Brook trout biomass estimates were calculated by multiplying the average weight of the fish in each station by the estimated population in each size class. Numbers and biomass estimates for each station were converted to stock density (no/km) and standing crOp (gm/m) according to actual station lengths. l6 Habitat Studies Eighteen discharge measurements were made throughout the summer of 1980 by the transect method, measuring current velocity and water depth every 0.3 m across the stream channel. A staff gauge was in- stalled on the upstream face of Lower Dam to allow quick reference to water levels before habitat measurements. These staff gauge readings were converted to discharge estimates by regression analysis using actual discharge measurements. Habitat measurements were made at base- flow (~O.85 cms) to decrease error caused by water level fluctuations, and because correlations between trout abundance and cover would be most meaningful when cover is at a minimum (Cooper and Wesche 1976). Pre-alteration measurements of channel width, depth, and current velocity at the thalweg were made at baseflows during June and July, 1980, and post-alteration measurements were made in June, 1981. These measurements were made on transects Spaced 10 m apart, beginning at the downstream end of each station. Current velocity was determined using a Swoffer Model 2000 current meter. Substrate type on each transect was determined by visual estimate and recorded as percent composition. Approximate size classes of the substrate types are as follows: Rock, > 8 cm; Gravel, 0.5 - 8 cm; Sand, < 0.5 cm; Silt, any fine organic matter. Measurements of overhead bank cover (submerged or at the water 'surface) in each station were made by determining the length of cover that was at least 9 cm wide and had at least 15 cm of water beneath it. These criteria for usable bank cover were adapted from Wesche (1976) as was done by Enk (1977) in previous work on the Salmon Trout River. 17 It has subsequently been clarified that Wesche's criteria for cover were somewhat different: at least 9 cm wide and 13 water at least 15 cm deep (R. J. White, pers. comm. 1984). A special gauge was con- structed to facilitate determination of the length of cover (Enk 1977). The gauge was inserted in the water beside potential bank cover and the length of cover Which it fit along the stream bank was recorded. Individual sections of cover less than 15 cm long were not recorded, and no attempt was made to measure the width of cover greater than 9 cm wide. Length of overhead cover is more important than area, as trout tend to position themselves near the edges of coverts (Gibson and Keenleyside 1966). Drift Sampling Drift samples were taken in a number of stations during August, 1980 to determine if there were differences in macroinvertebrate abundance between control and treatment sections. Drift nets were set for varying amounts of time, ranging from 4 to 24 hours, over either sand or gravel substrate. The nets were set in pairs, one at the lower (downstream) end of a control section, and one at the lower end of the adjoining downstream treatment section. Each site was sampled for a total of 24 hours. Current velocity was measured to estimate the amount of water filtered through the nets. Samples were pre- served in 70 percent ethanol, and later identified to order, blotted dry, and weighed to determine biomass of each group represented. Habitat Alteration After initial measurements of channel form and flow characteristics were completed, hinge-cutting of riparian brush was begun in the 18 treatment sections. The hinge—cutting involved sawing partially through the stems of the brush, and folding it into the water at a downstream angle. The brush remains in place, held by the strip of wood and bark left uncut. Alders (Alggs sp.) were the most prominent streamside vegetation, and grew in thick clumps along most of the bank from stations 41-58. The hinge-cutting was done using small bow saws, and most of the brush which could reach the stream when felled was cut. Statistical Analysis Using the estimates for brook trout stock density and standing crop, and the measurements of overhead bank cover, the relationships between these variables were analyzed using simple regression techniques. Correlation coefficients were tested for significance using a t-test given by Gill (1978). The response of the brook trout population to the increased cover provided by the hinge-cutting was analyzed using paired t-tests, comparing stock density and standing crop of the same sections between years, and comparing stock density and standing crop of paired treatment and control sections in the same season and year. Channel form and flow characteristics are presented as percentage change from before and after habitat alteration. Regression analyses and paired t-tests were performed using the SPSS Version 8.0 statistical package available through the MSU Computer Laboratory. RESULTS AND DISCUSSION Trout Population Over the four electrofishing periods, fall 1979-spring 1981, the population density of brook trout declined slightly between seasons, however, biomass levels staymdfairLyconstant until spring 1981 when a sharp decline occurred (Tables 1-3, Figure 3). Natural fluctuations III wild trout populations are common, often caused by weak year-classes due to unfavorable climatic conditions (severe floods, drought, ice; White 1975). Recruitment of age—0 trout into the stock over the summer accounts for the larger total numbers present between each spring and the next fall. Trout of 126-175 mm comprised the greatest portion of the total biomass in all seasons (Tables A5-A12). The sections directly above Lower Dam (T2, C3) had lower stock den- sity and standing crop of brook trout both before and after hinge-cutting, than those sections below the dam and those farther upstream (Tables 1-3). These sections were fairly shallow .with relatively large amounts of sand ‘bottom and relatively little cover. In contrast, those stations below the dam were also shallow, but had more cover available in the form of log jams, undercut banks, and instream rubble. The coarser substrate would also be more favorable for aquatic invertebrate production than the shifting sand flats found above the dam (Hynes 1970). Farther upstream l9 20 Table 1. Stock density (no/km) and standing crOp (g/m) estimates for brook trout (sll sizes) in control snd treatment sections of the Salmon Trout River over four sampling periods. 2 ehsnge I change in numbers in bionass Section Fall 1979 8 tin 1980 Fall 1980 Sprin‘ 1981 spring 1980 spring 1980 number inokaiiEZn: inoanEZiZmz (nolknlggln) (no/knzgglm) to spring 1981 to spring 1981 Cl 1044 12.3 446 15.5 1047 21.9 363 7.9 -19 .49 C2 842 10.5 540 17.0 1835 26.1 685 12.8 +27 -25 C3 610 14.5 608 20.5 442 14.0 199 4.3 -67 -79 C4 1030 17.4 570 12.4 436 9.0 217 6.0 -62 -52 C5 1783 23.8 690 17.5 622 12.2 382 7.1 -45 -59 C6 1578 25.9 745 13.6 1302 18.1 650 10.8 -13 -21 Control means 1109 16.8 589 16.3 911 16.7 395 7.9 -33 -52 T1 1390 18.3 325 8.1 1535 22.2 480 8.7 +48 +7 T2 498 7.2 224 2.7 565 12.5 206 4.1 -8 +52 73 816 15.6 914 24.1 613 18.2 558 15.6 -39 -35 T4 1043 16.9 506 11.7 528 15.0 661 14.5 +31 +24 TS 1658 24.0 650 16.6 1061 21.7 687 11.9 +6 -28 Treatment means 1066 16.2 514 12.3 830 17.7 516 10.9 +0 -11 Grand mesns 1092 16.6 560 14.7 879 17.1 443 9.1 -21 ~38 21 Table 2. Stock density (no/km) and standing crop (g/m) estimates for brook trout less than 150 mm long in control and treatment sections of the Salmon Trout River over four sampling periods. 2 change I change in numbers in biomass Section Fall 1979 Spring 1980 Fall 1980 Spring 1981 spring 1980 spring 1980 number (no/km)(g/m) (no/km)(g[m) (no/kngg/m) (no/km)(g1m) to spring 1981 to spring 1981 Cl 895 5.3 321 6.4 814 9.0 305 4.1 -5 -36 C2 730 4.6 409 7.3 1592 14.2 615 7.3 +50 0 C3 468 5.2 385 5.6 332 4.6 155 1.8 -60 -68 C4 857 8.3 463 6.6 358 4.3 156 2.7 -66 -59 C5 1566 14.8 525 8.7 500 6.7 312 3.9 -41 -55 C6 1356 14.3 628 8.3 1189 12.8 553 6.9 -12 -17 Control means 943 8.3 443 7.0 759 8.2 331 4.2 -25 -40 T1 1203 8.4 273 4.5 1330 11.6 449 6.7 +64 +49 TZ 420 3.5 216 2.9 465 5.2 182 2.7 -16 -7 T3 641 6.7 710 10.2 437 7.0 404 6.8 -43 -33 T4 913 9.7 423 6.5 347 7.0 531 8.5 +26 +31 15 1424 12.6 488 7.4 905 11.6 604 8.4 +24 +14 Treatment means 908 8.1 416 6.2 668 8.2 433 6.6 +4 +6 Grand means 929 8.2 432 6.6 724 8.2 371 5.1 -14 -23 22 Table 3. Stock density (no/km) and standing crop (g/m) estimates for brook trout greater than 150 mm long in control and treatment sections of the Salmon Trout River over four sampling periods. 1 change I change in numbers in biomass Section Fall 1979 Spring 1980 Fall 1980 Sprin 1981 spring 1980 spring 1980 number ,(no/km)(g1m) (no/kaSglm) (no/kmzsglm) (no/kmiZEZmE to spring 1981 to sprigs 1981 C1 149 7.0 124 9.2 232 12.9 58 3.8 ~53 ~59 C2 112 5.9 131 9.7 243 12.0 70 5.4 ~47 ~44 C3 142 9.2 223 14.9 110 9.3 44 2.5 ~80 ~83 C4 173 9.1 107 5.8 78 4.6 61 3.3 ~43 ~43 C5 216 8.9 165 8.8 122 5.5 69 3.2 ~58 ~64 C6 222 11.6 117 5.3 113 5.3 98 3.9 ~16 ~26 Control means 165 8.4 147 9.1 151 8.4 64 3.7 ~56 ~59 T1 186 9.9 52 3.6 205 10.6 31 2.0 ~40 ~44 T2 78 3.7 8 0.4 100 7.2 23 1.4 +188 +250 T3 174 8.9 204 13.9 177 11.3 153 8.8 ~25 ~37 T4 130 7.2 83 5.2 182 9.8 130 6.0 +57 +15 T5 234 11.4 162 9.2 156 10.1 83 3.5 ~49 ~62 Treatment means 157 8.1 99 6.3 161 9.7 84 4.3 ~15 ~32 Grand means 162 8.3 128 8.0 155 8.9 72 3.9 ~44 ~51 Figure 3. 23 1200‘ 1100- "09 1092 1000- 911 909‘ 979 53001 33° \ g7001 )- 1.16004 589 560 g 514 516 m5“)! :1 «a 3,400. 395 8 P300‘ (I) 2001 100- OJ C T G C T G C - T G C T G FALL 1919 seems 1990 FALL 1980 SPRING1981 20 17.7 a 17.1 16216.6 16.3 16.7 15 < ‘ 147 E \E i u, ‘ 12.3 3 ! 10.9 51° " 91 0 g 1‘ 19 E a E 1;. 5 1 ‘ 1 0 1 C T G C T G C T G C T 6 FALL 1979 591111161990 FALL1980 spnmc1991 Mean stock density and standing crop estimates for control (C) and treatment (T) sections and grand averages (G) for entire study area over four sampling periods. 24 (sections C4-C6, T3-T5) depth and substrate size increases, and more cover is available (Tables 4 and 5). Fall standing crops in the study area are considerably lower than in other Michigan streams that have been studied (Table 6). The other streams are in the northern lower peninsula where flow regimes are more stable than in the upper peninsula, due to sandy soils with high in- filtration rates and groundwater recharge, and where the concentration of plant nutrients in the water and in riparian soils is probably greater. Hunt Creek, the only stream listed besides the Salmon Trout River con- taining exclusively brook trout, had over twice the average fall standing crop of that estimated for the Salmon Trout River. The re- mainder of the streams had mixed-species populations of trout, and their trout standing crops ranged from about one-and-a—half to over four times that in the Salmon Trout River. More variable flow, lower hardness, greater sparcity of overhead cover, and more severe winter conditions in the Salmon Trout may account for the relatively small standing crop. Trout Growth Growth in length and weight of marked year-class fish (Table 7) in the Salmon Trout River were approximately equal to those found for brook trout in lower peninsula streams (Gowing and Alexander 1980). Habitat While there was a general decrease in channel width throughout the study area, it was twice as great in the treatment sections as in the controls (Tables 4 and 5). The greater stream width decrease in the 25 Table 4. Physical characteristics of 10 treatment stations* before (1980) and after (1981) hinge-cutting of riparian brush in the Salmon Trout River, Marquette County, Michigan. Avg. Width (m) Avg; Depth (m) Avg.Velocity(cm/s) Bank Cover (m) Station 1 Z Z 2 number pre post change Eye post change pre post chggge pre post change 37 10.6 10.0 ~5 .588 .523 ~11 26.2 28.7. +9 13.1 25.9 +97 38 10.4 9.40 ~10 .575 .545 ~5 33.2 42.1 +27 14.2 38.1 +168 42 8.50 7.70 ~9 .421 .492 +17 27.7 36.9 +33 2.3 21.5 +834 43 6.98 6.31 ~10 .600 .701 +17 24.7 28.7 +16 13.4 80.6 +501 47 6.24 5.91 ~5 .671 .762 +14 30.2 37.2 +23 31.9 75.7 +137 48 6.48 5.58 ~15 .616 .747 +21 38.1 41.5 +9 18.0 45.9 +155 52 6.93 6.28 ~9 .475 .561 +18 33.5 42.1 +26 14.9 56.1 +277 53 7.16 6.97 ~3 .671 .665 ~1 28.0 31.1 +10 48.8 38.9 ~20 57 6.86 6.78 ~1 .652 .625 ~4 29.0 35.1 +21 30.0 34.3 +14 58 7.90 6.99 ~12 .552 .469 ~15 33.8 43.9 +29 27.4 54.6 +99 Average 7.80 7.20 ~8 .582 .609 +5 30.5 36.7 +20 21.4 47.2 +121 ‘each station approximately 100 m long. Exact station lengths given in Table 8. 26 Table 5. Physical characteristics of 15 control stations* before (1980) and after (1981) hinge-cutting of riparian brush in the Salmon Trout River, Marquette County, Michigan. Avg. Width (m) Avg. Dgpth (m) Avg.velocity unis) Bank Cover (m) Station 1 z z z number pre post change pre post change pre post chgpge pre gpost change 34 13.0 12.6 ~3 .747 .682 ~9 20.1 20.7 +3 0.4 2. +550 35 12.3 11.2 ~9 .533 .524 -1 36.6 41.1 +12 11.8 5. ~55 36 12.4 12.2 ~2 .491 .472 -4 27.7 26.5 -4 26.0 21. ~18 39 13.6 13.6 0 .387 .310 ~20 25.9 40.5 +56 16.0 12. ~22 40 14.1 14.1 +0 .658 .541 ~18 43.6 34.1 ~22 15.7 18. +15 41 11.0 10.4 ~5 .558 .565 +1 21.0 25.0 +19 1.0 3. +200 44 6.61 6.26 ~5 .756 .742 ~2 25.6 30.5 +19 24.4 15. ~38 45 6.14 5.91 -4 .786 .797 +1 28.0 30.2 +8 28.4 24. ~14 46 6.10 6.01 -1 .768 .736 ~4 23.2 25.6 +10 23.3 17. ~26 49 6.75 6.26 ~7 .771 .629 ~18 18.9 25.6 +35 18.6 23. +28 50 6.50 6.16 -5 .613 .570 ~7 25.3 26.8 +6 21.2 16. ~23 51 6.75 6.42 ~5 .594 .599 +1 24.1 33.8 +40 18.3 11. ~36 54 7.50 7.34 ~2 .536 .457 ~15 20.1 29.6 +47 12.0 3. ~75 55 7.54 6.82 ~10 .664 .594 ~11 31.1 34.7 +12 22.9 18. ~17 56 8.53 8.71 +2 .881 .665 ~25 17.7 25.3 +43 26.7 13. ~51 Average 9.25 8.93 ~3 .650 .592 ~9 25.9 30.0 +16 17.8 13. ~22 *each station approximately 100 m long. Exact station lengths given in Table 8. 27 Table 6. Estimates of fall trout standing crop (kg/km) in the Salmon Trout River compared to average fall standing crop in some northern lower peninsula streams. Fall standing crop (kg/km) Reference Stream Year Brook Brown Rainbow Total source* Salmon Trout 1979 165 ~ ~ 165 1 1980 166 - - 166 1 Mainstream AuSable 1974-77 189 3321 153 3663 2 South Branch AuSable 1974-77 191 1265 - 1456 2 North Branch AuSable 1961-67 736 1616 ~ 2352 2 Pigeon 1961—64 285 126 ~ 411 2 Hunt Creek 1959-64 339 ~ ~ 339 2 Williamsburg Creek 1975-76 39 974 5 1018 2 a 1 = This study 2 = Gowing and Alexander (1980) 28 Table 7. Average lengths (L), weights (W), and standard deviations of marked year-class brook trout in the Salmon Trout River, Marquette County, Michigan. Initial measurements taken on young-of—the-year when given the permanent finclip. Fall 1979 Springl980 Fall 1980 Spring 1981 L W L W L W L W FincliE (mIn) (g) (turn) (a) (turn) (3) (MI) (8) ALV 86 5 112 18 152 35 154 36 :3 :1 :8 :4 :13 :12 :11 :9 A - ~ - - 87 6 116 16 +4 +1 :18 :10 29 treatment sections was due to deposition of silts among the hinge-cuts along the banks. This deposition of silt and sand was evident over the spring floods as some hinge-cuts were becoming buried along their outer margins. Water depth increased 4.6 percent in the treatments, while decreasing 8.8 percent in the controls (Tables 4 and 5). All stations below Lower Dam decreased in water depth after hinge-cutting. Movement of sand from above the dam into sections below was obvious over the winter after cutting, and much of the sand was caught in the spaces between rocks and led to the decrease in depth. The five treatment stations (42, 43, 47, 48 and 52) closest above Lower Dam were the ones that had increases in depth (14-21 percent), as the stream carved a new channel through the previous pond bed. Water velocity at the thalweg increased in both treatments and controls, 20 and 15 percent, respectively. The overall narrowing of the stream channel could account for some of the increase in velocity. Hinge-cutting immediately increased the amount of cover in treatment stations by an average of 400 percent (160-2400 percent), but by a year 'later, much of the increase had disappeared, with only an average of 120 percent remaining by July, 1981 (Table 8). During the same year, bank cover decreased 18 percent in the controls. The decrease in the controls suggests that 1980-81 was a time of generally decreasing cover and demon- strates the temporary nature of overhead cover in streams which experience frequent high water. For example, a large area of sunken logs in station 40 had supplied a great length of overhead cover in previous studies and in the beginning of this study. These logs were moved to 3O Table 8. Length of stream bank meeting overhead cover criteria in the Salmon Trout River, Marquette County, Michigan. 2 change 1 change Station Station Length of overhead cover (m) June-Aug. June 1980- number length (m) June 1980 August 1980 June 1981 1980 June 1981 34 105 0.4 - 2.6 ~~ - 35 110 11.8 ~~ 5.3 - ~- 36 95 26.0 ~~ 21.3 ~~ - 37 100 13.1 91.9 25.9 +602 +98 38 92 14.2 105.5 38.1 +643 +468 39 99 16.0 ~~ 12.5 ~~ - 40 80 15.7 - 18.1 - - 41 116 1.0 ~- 3.0 - - 42 119 2.3 58.4 21.5 +2439 +835 43 130 13.4 124.1 80.6 +826 +501 44 105 24.4 ~- 15.2 - ~- 45 110 28.4 ~~ 24.5 - - 46 119 23.3 - 17.2 ~~ - 47 103 31.9 125 75.7 +292 +137 as 98 18.0 114.6 45.9 +53i +155 49 108 18.6 ~~ 23.8 ~~ ~- 50 100 21.2 - 16.3 - ~- 51 108 18.3 - 11.7 - ~- 52 102 14.9 128.6 56.1 +763 +276 53 159 48.8 125.4 38.9 +157 ~20 54 81 12.0 - 3.0 - ' ~- 55 116 22.9 ~~ 18.9 ~~ ~- 56 90 26.7 ~~ 13.0 ~~ ~- 57 130 30.0 93.9 34.3 +213 +14 58 98 27.0 91.9 54.6 +240 +102 59 95 38.5 ~~ 38.5 ~~ - 60 100 29.9 ~~ 29,9 - ~- Totals for treatments 213.6 1059.3 471.6 +396 +121 Totals for controls 335.1 ~- 274.8 -~ ~18 31 higher ground by spring 1981 flood waters, reducing the amount of avail- able cover, however total overhead cover within the station increased as new lengths were created. Streambed Material Following hinge-cutting, treated sections generally underwent sig- nificant decreases in amount of streambed sand and concurrent increases in amount of gravel, rock and silt (Table 9). The most important changes in streambed materials after hinge-cutting were in the amount of rock and sand below and above the dam (Table 9). Rock decreased slightly below the dam (C1, C2, T1) while increasing greatly (68-470 percent) in all sections above the dam. Changes in amount of sand were opposite of the changes in rock, with all sections below the dam increasing in sand. The combined effect of opening the dam in fall 1978, with the last stop log removed in spring 1980, and of hinge-cutting was to move sand from above the dam into (and through) the sections below the dam. The density of hinge-cuts was lower below the dam than above, due to higher banks and less streamside brush, so the scouring effect may not have been as great there. Rates of movement of sand into and through the downstream sections was probably still changing at the end of the study, and I expect the amount of sand streambed to decrease in later years. Silt increased in sections T2~T4 where hinge-cuts were fairly dense. Silt deposited due to slowing of current under felled brush at the stream margins. No trends in silt deposition were detected in the control sections. 32 Table 9. Substrate composition (2) in control and treatment sections before and after hinge- cutting of riparian brush along the Salmon Trout River. Marquette County, Michigan. Rock Gravel Sand Silt Section 2 1 number before after change before after chgpge before after chggge before after change Control Sections Cl 59.5 53.8 ~9.6 12.8 8.2 ~36 23.7 32.6 +38 4.1 5.5 +34 C2 53.5 33.9 ~37 2.7 2.9 +7.4 34.9 53.4 +53 8.9 9.8 +10 Doun- 56.7 44.1 ~22 7.9 5.6 ~29 29.1 42.7 +47 6.4 7.6 +19 stream averages C3 2.1 6.6 +214 6.4 9.3 +45 81.0 76.5 ~5.6 6.0 4.8 ~20 C4 1.2 6.8 +467 7.6 6.1 ~20 83.6 82.0 ~1.9 7.0 4.4 ~37 CS 1.9 3.2 +68 15.5 18.0 +16 73.1 66.3 ~9.3 7.2 8.0 +11 Upstream 1.7 5.6 +222 9.7 11.0 +14 79.4 75.2 ~5.3 6.7 5.7 ~16 averages Treatmggt Sections T1 56.0 41.1 ~27 10.5 7.3 ~30 16.8 42.3 +152 15.3 9.5 ~37 T2 12.3 27.5 +124 2.7 10.1 +274 83.7 48.7 ~42 1.4 13.8 +886 T3 0.0 1 5 +00 4.4 9.0 +105 95.3 76.0 ~20 0.0 12.5 +00 T4 1.1 5.3 +382 16.8 21.7 +29 80.1 62.8 ~22 2.0 9.7 +385 T5 5.6 13.1 +134 52.8 53.9 +2.1 32.6 24.7 ~24 9.1 8.4 ~7.7 Upstream 4.9 12.3 +149 19.1 23.7 +24 72.8 52.7 ~28 3.1 11.1 +253 averages 33 I conclude that narrowing of the channel due to hinge-cutting led to scouring of sand, uncovering of rocks and gravel, and deposition of silts along the stream margin. The increases in substrate size in treatment sections can lead to a more diverse invertebrate fauna (Hynes 1970), and increase the amount of suitable spawning areas for trout. Hunt (1971) also found that constricting the streamflow led to considerable scouring away of fine sediments in Lawrence Creek, Wisconsin, a stream with predominantly sand—silt bottom. Trout Population - Bank Cover Relationships Correlations between trout abundance and cover density were sig- nificant for most population parameters prior to hinge-cutting, the exceptions being those stations below Lower Dam (Tables 10 and 11). After hinge-cutting in the summer of 1980, correlations declined for all stations combined and for those stations above Lower Dam. This was the anticipated immediate result as cover ratings increased abruptly, while the trout population had insufficient time to adjust to the changes. Enk (1977) had also found that stations below Lower Dam had poor correlations between trout abundance and cover. One possible expla— nation for the weak correlations is the method used to quantify usable cover. This study was concerned with bank cover that had 15 cm or more of water beneath it, which may have been relatively rare and applicable only to larger fish, and overlooked the rather small-sized but perhaps numerous bits of cover provided by instream rubble. The stream sections below Lower Dam are wide and predominantly riffles, so any estimate Table 10. Correlation coefficients (r) and coefficients of determination (r2) for trout standing crop (Y) and cover density (x) in the Salmon Trout River. Standing crop Fall 1979 Spring 1980 Fall 1980 Spring 1981 £31m) r rIT' r r5 r rz_ r r All sizes- .718** .515 .453* .205 .210 .044 .465** .216 all stations All sizes- .756** .571 .577** .333 .413 .171 .744** .554 above dam All sizes- .117 .014 .035 .001 .725 .526 .094 .009 below dam 5150mm? .683** .466 .632** .399 .319 .102 .433* .188 all stations 5150- .704** .495 .692** .478 .544* .296 .642** .413 above dam ilSOmm— .187 .035 .545 .297 .727 .528 .362 .131 below dam >150mm- .610** .372 .259 .067 .057 .003 .406* .164 all stations >150m- .622** .438 .401 .161 .167 .028 .678** .460 above dam >150mm- .043 .002 .245 .060 .570 .325 .242 .059 below dam *indicates significance at 52 level **indicates significance at 1z level 35 Table 11. Correlation coefficients (r) and coefficients of determination (r2) for trout population density (Y) and cover density (x) in the Salmon Trout River. S‘°°k Fall 1979 Springgl980 Fall 1980 Spring 1981 density 2 2 ———-2- 2 (no/km) r r r r r r r r All sizes- .576** .332 .668** .447 .144 .021 .391* .153 all stations All sizes— .611** .373 .723** .522 .418 .175 .637** .405 above dam All sizes- .558 .311 .272 .074 .662 .438 .232 .054 below dam ‘5150mm- .S46** .298 .664** .441 .147 .022 .336 .113 all stations ilSOmnr- .580** .336 .687** .472 .398 .158 .573** .329 above dam liISOmm- .567 .321 .428 .183 .617 .381 .284 .080 below dam >150mm- .581** .337 .412* .170 .089 .008 .541** .292 all stations >150mmr .659** .434 .516* .267 .244 .059 .676** .457 above dam >150mm— .339 .115 .204 .042 .758* .574 .274 .075 below dam * indicates significance at the 52 level **indicates significance at the 12 level 36 of the amount of usable cover was probably underestimated by measuring only large-sized bank cover. Above Lower Dam up to station 58, the stream is narrower with primarily sand bottom. Little cover is provided by instream rubble, leading to better estimates of usable cover by the methods employed. In the fall of 1980 correlations for stations below Lower Dam were stronger as cover ratings had increased quickly (Tables 10 and 11), possibly compensating for the previous underestimation of usable cover. However, in the spring of 1981 the correlations had dropped to approx- imately ttua same levels as the spring of 1980. Sand scoured out of stations above Lower Dam filled in spaces between rocks which may have provided some cover. The loss of this cover may have contributed to the population decline in that part of the study area in the spring of 1981. The slopes of the trout abundance - cover density regression lines, which would be the predicted increases in trout numbers or biomass with the addition of one meter of overhead cover within the observed cover- density range, decreased steadily from a high of 3.3 fish and 65.2 gm in the fall of 1979, to 0.6 fish and 14.4 gm in the spring of 1981 (Figures 4-7). An abrupt drop following hinge-cutting would be expected as the study area would be "cover-saturated." As the hinge-cut areas are thinned of excess cover, and the trout population expands to utilize the available living space, the $10pes will begin to rise. Comparison of Trout Populations between Treatments and Controls Control sections showed no significant differences in trout popu- lations between the fall of 1979 and the fall of 1980, but they had 37 Y '448.8+3.Jx rz-Jsz 240dr :: z: e \ c: - e :5 T ‘. 0 :- 1800b _. e “3 0 0 e 5 e e ° . o 1 e 25 e O s a > 6 :3 am . . ‘0 4h. . cf : * : : : 0 200 400 800 OVERHERD BRNK COVER H/KH y -ssas.s.ss.zs (20.58. 420001- I: x: \ t: c: g zsoom a: <3 c: :z c: :z (I 0— 140004 a: or t t : : : e 0 200 400 800 OVERHERD BRNK COVER M/KH Figure 4. Relationship between stock density and standing crop with length of bank cover, September 1979. 38 y - 187.3HJ s r3-.sa1 240m' 1: r \ O z 1. C 160041- (D 2 LIJ D K L) O .— (D 0. ¢ ‘fi 3 ‘fi 7 7 0 200 400 000 UVERHERD BRNK COVER H/Kfl y . ssau on." r’-.zss 4200011- t K \ I: O db 0. O m U C3 2 O 2 G .— U) m t t : : +7 : 0 200 400 800 OVERHERD BRNK COVER H/KH Figure 5. Relationship between stock density and standing crop with length of bank cover, June 1980. 39 Y . 10.20.04: . r3 - .022 240°? 2 x: Is \ O z . 1: 18001' . ' "‘ . (D 2 “J D g g; 1e 5; 1s . . C. i i 7 1‘ L 3 0 200 ‘00 800 OVERHERO BRNK COVER H/KH y - “season s r’ - .oss 420001" 2 . x \ Z O 7* o. . . :3 2300041 . a U 0 z D 2 c .— CD o foo' foo goo OVERHEHO BHNK COVER H/Kfl Figure 6. Relationship between stock density and standing crop with length of bank cover, September 1980. 4O Y 0288.00.81! 2. 2‘00? f .153 1: I \ D Z 3' :2 xsomr E75 e 2 LIJ o 1 Z 8 1— 800+b . (D T .e e e O C . . O o - 2'00 ' (on 600 OVERHERO BRNK COVER H/KH y .ssss.1.u.ax fa'JiI 420004- I: K \ 1: cs 1' 23 2900:» O O: U c: z O z e c .— uoom» e 03 e 1 e e 3 e O .L.’ ' ' ' o r 230 R 4'00 ' . 600 OVERHERD BRNK COVER H/KH Figure 7. Relationship between stock density and standing crop with length of bank cover, May 1981. 41 significantly fewer trout in the spring of 1981 than in the spring of 1980 for all parameters with the exception of stock density of fish less than 150 mm long (Table 12). This was not the pattern for the treatment sections, as no significant differences were present between the Spring of 1980 and the spring of 1981. Therefore, the decline in the trout population experienced between the fall of 1980 and the spring of 1981 was primarily within the control sections, while popu- lation levels within the treatment sections remained about the same. This may have been due to improvements in "space-refuge factors" (in- creased depth, more hiding cover, and increase food supply) within the treatment sections (Hunt 1969). In comparing trout abundance between paired control and treatment sections, the only significant differences were found in the spring of 1980 when control sections had more fish greater than 150 mm in length than did their paired treatments (Table 13). After hinge-cutting no significant differences were detectable. Invertebrate Drift Total invertebrate drift rates (mg wet wt./l/day) were in all paired comparisons, higher in the control section than in its immediate downstream treatment section (Table 14). A possible explanation for this could be that the newly uncovered hard streambed materials and the dense lacework of hinge-cut brush in the water along stream edges of treatment sections may have provided increased substrate for attachment of invertebrates, and that there was less movement out of such sections and a greater net rate of attachment or "settlement" of drifting 42 Table 12. Directions and significance levels of changes in trout abun- dance from fall to fall and spring to spring within control and treatment sections, based upon t-tests. Fall l979-Fall 1980 Sprigg 1980 ~§pring 1981 Trout population Control Treatment Control Treatment variable sections sections sections sections Stock density (fish/km) §_150 mm ns 1979>l980 ns ns (P< .2) > 150 mm ns ns 1980>l981 ns (p< .02) all sizes ns ns 1980>l981 ns (p< .15) Standinggcropr(g/m) :_150 mm ns ns 1980>l981 ns (p< .05) > 150 mm ns 1980>l979 1980>l981 ns (p< .15) (p< .05) all sizes ns ns 1980>l981 ns (p < .02) 43 Table 13. Differences in trout population statistics between paired control and treatment sections, based on t-tests. Trout population Fall Spring Fall Spring variable 1979 1980 1980 1981 Stock density (fish/km) §_150 mm ns ns ns us > 150 mm ns controls> ns ns treatments (P< .1) all sizes ns ns ns ns Standing crop (g/m) :_150 mm ns ns ns us > 150 mm ns controls> ns ns treatments (P<=.2) all sizes ns ns ns ns 441 Table 14. Invertebrate drift rates at the downstream ends of each treatment (T) section compared to the immediate upstream control (C) section over two substrate thes. Drift rate (mg wet wt/l/day) Section Substrate Date Ephemeroptera Trichoptera Plccoptera Other Total compared type (1980) C T C T C T C T C T C2 vs T1 sand-rock 8~16 .188 .179 .468 .499 .051 .000 1.949 1.841 2.656 2.519 rock 8~16 .006 .012 .050 .078 .000 .066 .752 .243 0.808 0.399 C3 vs T2 sand 8~16 .132 .087 .334 .398 585 .031 1.489 .780 2.540 1.296 rock- 8~17 ~~ .025 ~~ .030 ~~ .007 ~~ .006 ~- 0.1‘2 gravel rock 8~17 .018 - .118 - .012 - .277 ~~ 0.425 ~- 04 vs T3 sand 8~18 .006 .007 .060 .026 .001 .003 .004 .048 0.107 0.084 sand— 8~18 .011 <.001 .039 .016 .049 .003 .208 .052 0.307 0.071 gravel C5 vs T4 sand 8~21 .002 .002 .096 .060 .044 .001 .105 .048 0.247 0.111 gravo1- 8~21 .001 -- .010 ~~ .050 ~~ .071 ~~ 0.131 ~- sand gravel 8-21 ~~ <.001 -~ .019 -~ .000 -- .021 ~~ 0.040 co vs is sand 8~21 -- .ooo -- <.001 -- .001 -- .010 -- 0.011 sand- 8~22 .022 .005 .031 .045 .001 .007 .031 .005 0.085 0.C62 gravel rock- 8~22 .011 ~~ .042 - .030 ~~ .169 ~~ 0.252 - gravel Means .040 .032 .125 .117 .082 .012 .506 .305 0.756 0.471 45 invertebrates into treatment sections than in the control sections which lacked such abundance of attachment sites for invertebrates. Also, the brush and leaves in the water in treatment sections were probably a large source of food, "enticing" invertebrates not to drift out. Salmonids are primarily drift feeders (White 1967‘ in Hunt 1969), so availability of food for trout was probably better in the control sections at the time of drift sampling. It has been suggested that the level of incoming drift food is a factor in determining a stream sections' trout carrying capacity (Mason and Chapman 1965; Peterson 1966, in Waters 1969). Dr. R. Merritt (Dept. of Entomology, MSU) studied samples of hinge-cut twigs, leaf packs, and bottom sediments on two dates (May 16-17, 1981 and July 29-30, 1981) from stations 38 and 47 to investigate the effects of the hinge-cutting on macroinvertebrate abundance and biomass. He found that bottom samples immediately adjacent to or under hinge-cuttings had a higher biomass of aquatic invertebrates (May: 162.8 mg dry wt/ftz; July: 1180.5 mg dry wt/ftz) than comparable sites in control sections (May: 132.0 mg dry wt/ftz; July: 490.7 mg dry wt/ftz). Merritt suggested that the differences in biomass might be due to the scouring effect of the hinge-cuts, which increase current speed and, subsequently substrate size. Merritt concluded that the practice of hinge—cutting created a greater variety of habitats for macroinvertebrate colonization, by providing twig surface area for attachment, trapping leaf litter which provides additional sites, and changing bottom sediments by scouring. 46 Implications for Management Due to the short duration of this study, complete evaluation of hinge-cutting as an effective management tool was not possible. Several years are required after habitat enhancement for trout populations to adjust ecologically to improved conditions. White (1975) states that at least one year is needed before the onset of a positive population response and Hunt (1976) found that at least five years are needed for full response of brook trout to habitat improvement. However, such changes in channel form and flow as preceded increased trout abundance in Lawrence Creek, Wisconsin (Hunt 1971), occurred due to hinge-cutting within the treatment sections of the Salmon Trout River. In Lawrence Creek, the amounts of pool area and overhead bank cover were the key environmental factors determining trout survival before installation of bank covers and deflectors, and following habitat modification, channel depth, pool area, and protective cover all in- creased. Resultant population responses included reduced emigration. a decrease in overwinter mortality, and a stockpiling of age-1+ trout (Hunt 1971). Hinge-cutting has produced an initial narrowing and deepening of the channel, and has provided additional overhead cover. These characteristics have been found to reduce unfavorable effects of low flows (White 1975). There is also evidence of reduced mortality or emigration from treated sections, as hinge-cut areas did not experi- ence a significant decline in trout abundance between the springs of 1980 and 1981, as was found in the control sections. Increased water velocities produced by constricting the flow have scoured sand and silt off gravel, now available for trout spawning, and would conceivably also have increased the abundance of macroinvertebrates. 47 The preferred trout feeding microhabitat includes an area of low current velocity near to a principal line of drift, all with adjacent overhead cover (Jenkins 1969). The denser areas of hinge-cuts provide these characteristics by constricting the flow and concentrating the drift food supply. Hinge—cut brush can provide visual isolation among the branches, and a higher current velocity in the channel. Both features can ultimately serve to decrease agonistic behavior, and allow more trout to occupy a given area. Hunt (1979) reported on removal of woody brush from stream sections in Wisconsin, and hypothesized that favorable changes in channel morpho- metry (similar to those I have found with hinge-cutting) would result due to proliferation of aquatic macrOphytes, and establishment of grassy turf banks. Growth of grasses and sedges help stabilize the banks, prevents erosion, and forms undercuts which provide hiding cover (White and Brynildson 1967). Hunt's (1979) study was complicated by decreased stream discharges, which were believed to be the primary reason that standing crops of brook trout failed to increase following brush removal. Year-round discharge estimates for the Salmon Trout were not made, so correlations with trout standing crop are not possible. While the trout population had little time to react to any bene- ficial environmental changes brought on by hinge-cutting, macroinverte- brates quickly colonized the submerged brush. The prevalent species were filter-feeding caddisflies of the genera Hydropsyche and Brachycentrus. Merritt (Dept. of Entomology, MSU) also demonstrated a greater abundance of benthic invertebrates in hinge sediments than in comparable control sites. The blend of an easily available food supply 48 and protective cover should provide an attractive position choice for stream salmonids. There is obvious advantage of hinge-cutting over conventional bank covers and deflectors in ease of construction and economy. Virtually no materials need be purchased and transported to the stream, and labor is greatly reduced. Each treatment section was completely hinge-cut by a two-man crew within a single work day. In actual management, only those areas along streams should be hinge-cut which have suitable quan- tities and type of riparian brush and are located in stretches with inadequate overhead cover or in erosion susceptible zones. Disadvantages of hinge-cutting include unnatural appearance, especially initially and when applied over long sections of stream. However, some of the felled brush gradually becomes covered with sediments, and grasses and sedges invade (or can be planted) to conceal cuttings on the bank. Fishing can be both enhanced and hindered by hinge-cutting. Large amounts of bruSh in the stream increase the likelihood of snagged and lost lures. However, fly-casting is made easier with the stream- side brush knocked down, and hinge-cuts provide centralized areas on which fishing effort can be focused. Huron Mountain Club members had mixed reactions to the fishability of the treatment sections. Again, applied use of hinge-cutting would likely not involve the full lengths of both banks, so the aesthetics and access for fishing would not need to be altered drastically in actual practice. Conclusions Hinge-cutting of riparian brush is a simple technique for mani- pulating stream channel form and flow to benefit trout. The method 49 may be particularly suited to streams in steep terrain, where the force of floods may limit the use of conventional bank covers. Loss of hinge-cut covers would not be costly. Hinge-cutting provides overhead cover from predators and shelter from adverse currents, increases the availability of food organisms, and promotes bank stabilization. The suitability and effectiveness of the method of habitat modification is dependent upon physical and biological characteristics of each proposed treatment area. Proper site selection will enhance the desired physical changes, while holding aesthetic losses to a minimum. LITERATURE CITED Allen, K. R. 1969. Limitations on production in salmonid populations in streams. Pages 3-18_ig T. G. Northcote, ed. Symposium on Salmon and Trout in Streams. H. R. MacMillan Lectures in Fisheries, Univ. Brit. Col., Vancouver. Bassett, C. E. 1978. Effect of cover and social structure on position choice by brown trout (Salmo trutta) in a stream. M.S. Thesis, Michigan State University. East Lansing, Michigan. 181 pp. Boussu, M. F. 1954. Relationship between trout populations and cover on a small stream. J. Wildl. Mgt. 18: 29-239. Chapman, D. C. 1948. A mathematical study of confidence limits of salmonid populations calculated by sample tag ratios. Int. Pac. Salmon Fish. Comm. Bull. 2: 67-85. 1966. Food and space as regulators of salmonid populations in streams. Amer. Nat. 100: 345-357. Cooper, E. L. 1952. Rate of exploitation of wild eastern brook trout and brown trout populations in the Pigeon River, Otsego County, Michigan. Pap. Mich. Acad. Sci. Arts Lett. 38: 151-162. Cooper, G. P. and K. F. Lagler. 1956. Appraisal of methods of fish population study: Part III, the measurement of fish pepulation size. Trans. N. Am. Wildl. Conf. 21: 281-297. Cooper, C. 0. and T. A. Wesche. 1976. Stream channel modification to enhance trout habitat under low flow conditions. Water Resources Series No. 58. Univ. of Wyoming, Larmaie. Enk, M. D. 1977. Instream overhead bank cover and trout abundance in two Michigan streams. M.S. Thesis, Michigan State Gibson, R. J. and M. H. A. Keenleyside. 1966. Responses to light of young Atlantic salmon (Salmo salar) and brook trout (Savelinus fontinalis). J. Fish. Res. Bd. Can. 23: 1007- 1025. 50 51 Gill, J. L. 1978. Design and analysis of experiments in the animal and medical sciences. Vol. I. Iowa State Univ. Press, Ames, Iowa. Gowing, H. and G. R. Alexander. 1980. Population dynamics of trout in some streams of the northern lower peninsula of Michigan. Fisheries Research Report 1877, Mich. Dept. Nat. Res. Hale, J. G. 1969. An evaluation of trout stream habitat improve- ment in a north shore tributary of Lake Superior. Minn. Fish. Invest. 5: 37-50. Cited in R. J. White. 1973. Stream channel suitability for coldwater fish. Proc. 28th Ann. Mtg. Soil Conserv. Soc. Am.: 61-79. Hendrickson, G. E., R. L. Knutilla and C. J. Doonan. 1973. Hydro- logy and recreation on the cold-water rivers of Michigan's Upper Peninsula. U.S.G.S. Water Info. Ser. Rep. 4. 39 pp. Hubbs, C. L., J. R. Greeley and C. M. Tarzwell. 1932. Methods for the improvement of Michigan trout streams. Bull. Inst. Fish. Res. No. 1., Univ. of Michigan. Hunt, R. L. 1969. Effects of habitat alteration on production, standing crops and yield of brook trout in Lawrence Creek, Wisconsin. Pages 281-312‘i2 T. G. Northcote, ed. Symposium on Salmon and Trout in Streams. H. R. MacMillan Lectures in Fisheries, Univ. Brit. Col., Vancouver. . 1971. Responses of a brook trout population to habitat development in Lawrence Creek. Tech. Bull. No. 48, Wis. Dept. Nat. Res., Madison. 35 pp. - 1976. A long-term evaluation of trout habitat development and its relation to improving management-related research. Trans. Am. Fish. Soc. 105(3): 361-365. . 1979. Removal of woody streambank vegetation to improve trout habitat. Tech. Bull. No. 115, Wis. Dept. Nat. Res., Madison. Hynes, H. B. N. 1970. The ecology of running waters. Univ. Toronto. 555 pp. Jenkins, T. M. 1969. Social structure, position choice and micro- distribution of two trout species (Salmo trutta and Salmo gairdneri) resident in mountain streams. Anim. Behav. Monogr. 2: 57-123. Mason, J. C. and D. W. Chapman. 1965. Significance of early emer- gence, environmental rearing capacity, and behavioral ecology of juvenile coho salmon in stream channels. J. Fish. Res. Bd. Canada. 22: 173-190. 52 Peterson, G.R. 1966. The relationship of invertebrate drift abundance to the standing crop of benthic organisms in a small stream. M.S. Thesis, Univ. Brit. Col., cited in T.F. Waters. 1969. Invertebrate drift—ecology and significance to stream fishes. Pages 121—134 in T.G. Northcote, ed. Symposium on Salmon and Trout in Streams; H.R. MacMillan Lectures in Fisheries, Univ. Brit. Col., Vancouver. Saunders, J. W. and M. W. Smith. 1962. Physical alteration of stream habitat to improve brook trout production. Trans. Am. Fish. Soc. 91: 185-188. Seber, G. A. F. 1973. The estimation of animal abundance and related parameters. Charles Griffon and Co. 506 pp. Smith, L. L. 1941. A fisheries management program for the waters of the Huron Mountain Club. Ph.D. Dissertation, Univ. Michigan. 424 pp. Waters, T. F. 1969. Invertebrate drift-ecology and significance to stream fishes. Pages 121-134.i3 T.G. Northcote, ed. Symposium on Salmon and Trout in Streams. H.R. MacMillan Lectures in Fisheries, Univ. Brit. Col., Vancouver. Wesche, T. A. 1976. Development and application of a trout cover rating system for IFN determinations. Pages 224-234‘i3 J. F. Osborn and C. H. Allman, eds. Proceedings of the Symposium Symposium and Specialty Conference on Instream Flow Needs: Vol. II. Am. Fish. Soc., Bethesda. White, D. A. 1967. Trophic dynamics of a wild brook trout stream. Ph.D. Thesis. Univ. Wis., Madison. 183 pp. White, R. J. 1973. Stream channel suitability for coldwater fish. Proc. 28th Ann. Mtg. Soil Conserv. Soc. Am.: 61-79. . 1975. Trout population responses to streamflow fluctuations and habitat management in Big Roche-a-Cri Creek, Wisconsin. Verh. Internet. Verein. Limnol. 19: 2469-2477. White, R. J. and 0. M. Brynildson. 1967. Guidelines for management of trout stream habitat in Wisconsin. Tech. Bull. No. 39. Wis. Dept. Nat. Res., Madison. 65 pp. APPENDIX 53 Table A1. Discharge estimates (cms) at station 40 (Lower Dam) on the Salmon Trout River during the summer of 1980. Discharge Discharge Discharge Date (cms) Date (cms) Date (cms) 6 - 27 0.768 7 - 16 0.81 8 - 4 —-p 28 0.76 17 -- 5 1.10 29 -—p 18 —— 6 0.78 30 1.048 19 -- 7 0.75 7 - 1 --p 20 -- 8 0.748 2 0.863 21 —- 9 0.72 3 0.81 22 0.81 10 --P 4 0.77 23 0.78 11 1.31 5 --p 24 0.78 12 1.023 6 0.87a 25 0.77 13 1.26p 7 1.33p 26 0.76 14 1.78 8 1.06a 27 0.76 15 1.16 9 0.86 28 0.75 16 0.93 10 0.78 29 0.76 17 0.86 11 0.77 30 0.72 18 0.83p 12 -- 31 0.74 19 0.86 13 0.71 8 — 1 0.72 20 1.02 14 --p 2 0.71 21 0.89 15 0.99a 3 0.70 22 0.80 23 0.77 a actual discharge measurement pprecipitation 54 Table A2. Shocking dates for brook trout population estimates in the Salmon Trout River, Marquette County, Michigan. Electrofishing period Date Fall 1979 September 22-24, 1979 Spring 1980 June 8~13, 1980 Fall 1980 September 14-17, 1980 Spring 1981 May 16-19, 1981 55 Table A3. Finclip record for wild young-of-the-year brook trout and for stocked hatchery brook trout in the Salmon Trout River, Marquette County, Michigan. Wild Trout Year Finclip Date 1975 A (below Lower Falls) June-July 1976 ARV (above falls) 1976 LV Fall 1976 1977 RV Fall 1977 1978 none not shocked 1979 ALV Fall 1979 1980 A Fall 1980 Hatchery Trout 1976 LP 1977 RP (possible some A clips) 1978 ~- 1979 2V 1980 LP Key: A - adipose RP ~ right pectoral RV - right ventral LP - left pectoral LV - left ventral 2V - both ventrals 56 Table A4. Recapture efficiency (%) of brook trout by size class for four shocking periods on the Salmon Trout River, Marquette County, Michigan. Size Shocking period Class Fall 1979 Spring 1980 Fall 1980 Spring 1981 ‘5 100 mm 18% 33% 12% 9% 101-125 mm 32% 45% 19% 23% 126-150 mm 34% 55% 30% 29% 151-175 mm 35% 57% 23% 42% 176-200 mm 32% 53% 39% 35% 3_201 mm 38% 47% 41% 14% 57 HNH m m mH Nm N Hm Nm NON o m NN om mN mm om qu H 0 NH mN NH Nm mm qu H o mH mN NH No cm mNH m N mH He 0H «CH mm mm m a w mH m we Nm mm m n w mH n no Hm omH m w mH mN m oN om aw H N OH «H mH Ne on wN m o mH mH 0H Hm we ow n q 0H wH mH mm Na ow m q 0H wH mH mm on Nw w HH w 0 HH mm me mm H o m HH q 0H «a mN m m NH mN m wN me Ne o o N o c He Ne NN H o o N o mH He mm H m m N N Nm oq cNH H m m N «H ow mm oNH H m m N «H om mm HqH H HH 0H m N mHH Nm qu o m NH a m mHH cm no . 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NO OOO O O OOO ON OO O OO HOO O O NO OO O HOH OO OOO NOH NON OO OO OO OO OO ONN NON O NOH OO OOH ONH OO OOO O O O ONN NO O NO O O O O O O O HO OONN OOO OON OOH OO NON HOO OO NOO OON OO OHH OO OON OON OO OOO O OO O OO OON OO OO OONH OON OO NO OOO NOO NHH NO OHO O OOH OO HNO OON OO OO OOO O OON NHH O ONH OO OO NNO OOO OOH ONH NO OHH OO OO Hmuoe OONA OONIONH ONHIHOH OOHIONH ONHIHOH OOHv penanc AEEV mmmHu mNHm :Awwwa Hmuoe :OHumuO .HOOH Om: .nm>Hm uaoue :oEHmO mnu :H :oHumum OH mmumaHumm NEOV mmmEoHn unouu xoouO.HH<.mHOmH 72 88888. 8888 8888 8888 8888 8888 8888 -88888 -888 -8H8H -8888 -8888 -8888 -888 88 888 88888 8888 8888 8888 8888 8888 8888 88888 8888 8 888 888 888 888 H88 88 888 8 8 888 H88 888 888 88 8888 8 88 HH8 888 888 88H 88 88888 8888 888-888 888-H88 88H-88H 888-888 888w 888888 AEEV mmmHo mNHm nuwcoa Hmuoe coaumHO 78.8883 .82 388.8 HICHIGRN STRTE UNIV. LIBRRRIES IIHI "MI I“ lllWl WW I“! II M! W HIM 1|! "1 W lllHl 31293007961992