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Last modified
7/14/2009 5:02:31 PM
Creation date
5/22/2009 6:49:34 PM
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UCREFRP
UCREFRP Catalog Number
7906
Author
Upper Colorado River Basin Instream Flow Team.
Title
Green River, Determination of Flow Needs Using the Physical Habitat Simulation System (PHABSIM) in the Green River, Utah - Draft.
USFW Year
1988.
USFW - Doc Type
\
Copyright Material
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Table 14. Weighted Usable Areas (WUA) versus simulated discharges for adult <br />and depositional life stages of Colorado squawfish tCS) and adult <br />razorback suckers at Ruple Ranch study site on the Green River, <br />Utah with the modified SI curves at 0.6 depth. <br />WUA <br />Discharge Colorado s guawfish Razorback sucker <br /> Adult Deposition Adult Adult <br /> year round mid-Jun/Sep May/Jun Jul/Oct <br />------------ <br />500 ----------------- <br />29755 ---------------- <br />44782 ---------------- <br />17781 --------=---- <br />19627 <br />700 31018 65386 19427 26127 <br />900 31535 84083 19846 31697 <br />1000 31696 92339 20157 33678 <br />1100 31680 99222 21172 35317 <br />1200 31608 104916 21460 36703 <br />1300 31334 109818 21451 37564 <br />1400 31119 113909 2165$ 38227 <br />1500. 30880 117230 21840 38683 <br />1600 30624 120322 22287 38929 <br />1700 30246 122885 22385 38879 <br />1800 29676 125161 22330 38502 <br />1900. 29249 127125 22241 37852 <br />2000 28883 128630 22167 37288 <br />2100 28403 130210 22111 36756 <br />2200 28012 131472 22367 35985 <br />2300 27500 132524 22581 35106 <br />2400 27193 133723 22737 34233 <br />2500 26671 134776 22837 33238 <br />2600 26234 135746 22814 32361 <br />2700 25770 136666 22715' 31556 <br />3000 24564. 138428 22863 28657 <br />4200. 20429 135855 22397 19128 <br />5600 16843 121435 21478 12046 <br />9800 12624 72000 13513 5862 <br />16000 11508 23969 9617 5341 <br />at 3000 cfs with a window between 1100 and 5600 cfs at 0.6 depth and 5600 fs <br />with a window between ',1600 and 7700 cfs at 0.8 depth. From July to Octobe , <br />the WUA peaks at 1600 cfs with a window between 1100 and 2300 cfs at 0.6 depth <br />and 1900 cfs with a window between 1400 and 2700 cfs at 0.8 depth. In general, <br />the optim~un WUA for the modified curves peaks at a slightly higher flow, with <br />the predictions for 0..8 depth having the highest flows (Tables 14, 15 and 16). <br />33 <br />
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