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Last modified
7/14/2009 5:02:33 PM
Creation date
5/22/2009 5:27:22 PM
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UCREFRP
UCREFRP Catalog Number
8106
Author
Anderson, R. M.
Title
Riverine Fish-Flow Investigations.
USFW Year
1998.
USFW - Doc Type
Fort Collins, Colorado.
Copyright Material
NO
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<br />LIST OF TABLES <br /> <br />1. <br /> <br />Cross Section Dates, Locations and flow Measurements for the <br /> <br />study period............................................................................................................ .15 <br /> <br />2. <br /> <br />Mean width, depth, percent wetted perimeter, stage, velocity, area <br />and width-depth ratio for strata 6 and 8 at simulated flows of 80, <br />150 and 300 cfs (n in parenthesis)and results of t-test for <br /> <br />differences. .......................... . .... . . ... . . .. . . ................. ......... . .. . . ....... . . . . ... . .. . ....... . .. . .. . . . . . 16 <br /> <br />.. <br /> <br />3. <br /> <br />Means of inflection points (cfs) for the seven variables (n in <br />parenthesis), and results of t-test for differences. P(T<=t) for two- <br />tail is given if alpha is <=0.1 is 90%. Higher significance is <br />indicated when alpha <=0.05 (95%), alpha <=0.01 (99%), or alpha <br /><= 0.001 (99.9%) <br /> <br />17 <br /> <br />4-A. The mean and standard deviation of the inflection point flows (cfs) <br />and the inflection point flow the the 50, 70, 80 and 90 percentile <br />riffles for seven variables for 31 riffles. ............. ..... ............ ...... ...................... .... ... ..18 <br /> <br />4-B. The mean and standard deviation of the inflection point flows (cfs) <br />and the inflection point flow the the 50, 70, 80 and 90 percentile <br />riffles for seven variables for 41 runs . .......................... ........... ........;. ............. ........ .19 <br /> <br />4-C. The mean and standard deviation of the inflection point flows (cfs) <br />and the inflection point flow the the 50, 70, 80 and 90 percentile <br />riffles for seven variables for 13 pools................................................................... ..20 <br /> <br />5-A. The mean and standard deviation for each of the seven variables <br />that correspond to the inflection point flows presented in Table 4- <br /> <br />A, riffles, n=31........................................................................................................ .22 <br /> <br />5-B. The mean and standard deviation for each of the seven variables <br />that correspond to the inflection point flows presented in Table 4- <br /> <br />B, runs, n=41.. ....................................................................... ...... ........................... .22 <br /> <br />5-C. The mean and standard deviation for each of the seven variables <br />that correspond to the inflection point flows presented in Table 4- <br /> <br />C, pools, n=13.. .... .............. ...... ........ ........... ................ .................... ... ...... ............... .23 <br /> <br />6. Inflection points for GW A and WUA for Upper Station, Colorado <br />River, drift net sampling results for five years, 1992 to 1996. ...................................39 <br /> <br />I Strata 6 ................................................................................................................... 35 <br /> <br />II. Strata 8. ................................................................................................................... 45 <br /> <br />111.1. other. 50 <br /> <br />v <br />
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