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Last modified
8/11/2009 11:28:21 AM
Creation date
8/10/2009 5:13:24 PM
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UCREFRP
UCREFRP Catalog Number
9708
Author
Grand, T.C., S.F. Railsback, J.W. Hayse and K.E. LaGory.
Title
A physical habitat model for predicting the effects of flow fluctuations in nursery habitats of the endangered Colorado pikeminnow (Ptychocheilus lucius).
USFW Year
2006.
USFW - Doc Type
River Research and Applications
Copyright Material
YES
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<br />FLUCTUATING FLOWS AND BACKWATER HABITATS <br /> <br />1133 <br /> <br />Invertebrate model sensitivity anal.vsis <br /> <br />We conducted a sensitivity analysis on the food availability model, to (1) test whether the model resulted in <br />reasonable invertebrate densities under conditions representative of Green River backwaters and (2) examine the <br />sensitivity of the model to the flushing calibration parameter,L We conducted the analysis on both backwaters 5 and 6 <br />to determine whether a single value of,fc could be reasonably applied to backwaters differing in size and topography. <br />We generated 100 predictions of the density of invertebrates available for consumption by fish, dj, from all <br />possible combinations of three parameters and variables: <br /> <br />1. The magnitude of within-day flow fluctuations (five levels of fluctuation, ranging from 0% to 40% variation <br />around the daily mean flow; see below); <br />2, Mean daily backwater temperature (four scenarios generated by varying the date on which the simulations were <br />run; see below); and <br />3. Ie (five values ranging from 0 to 1.0), <br /> <br />Using the main stem base flow data measured at the Jensen gauge in 1994 (Figure 4a), we crcated five flow <br />scenarios that had a single sinusoidal cycle of hourly flows each day (as Green River flows typically do), The <br />scenarios had daily minimum and maximum flows that were 0, 10, 20, 30 and 40% less than and greatcr than <br />the daily mean (Figure 4b), Observed flow variation during this time period ranged from 0.4% to 13.4% around the <br /> <br />(a) 400 June 1 to January 1 <br />I <br /> <br />- <br />rn <br />;;-- 300 <br />E <br />- <br />~ <br />.2 200 <br />LL <br />~ <br /> <br />~1oo <br />c: <br />as <br />CD <br />:a: 0 <br />1-Jun 1-Jul <br /> <br />Base Flow period <br /> <br /> <br />1-Aug 1-Sep 1-0ct 1-Nov 1-Dec 1-Jan <br />Date <br /> <br />(b) <br /> <br />-0% <br />--10% <br />--20% <br />-30% <br />~ -40% <br /> <br /> <br />40~ ~ <br /> <br />60 <br /> <br />80 <br /> <br />July 5 <br /> <br />- <br />rn <br />;;-- <br />E <br />- <br />== <br />.2 <br />LL <br /> <br />20 <br /> <br />o <br /> <br />o 2 4 6 8 10 12 14 16 18 20 22 <br />Hour <br /> <br />Figure 4, (a) Mean daily flow (m3, S-I) as measured al the Jensen gauge from] June ]994 to ] January 1995, (b) Sample flow fluctuation <br />scenarios for 5 July ] 994, corresponding to 0, 10, 20, 30 and 40% variation around the observed mean daily flow <br /> <br />Copylight (e 2006 John Wiley & Sons, Ltd, <br /> <br />River Res, Applic, 22: ]] 25-1142 (2006) <br />DOl: IO,1002lrra <br />
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