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1005 <br />(306) <br />1000 <br />L (305) <br />d <br />m <br />E 995 <br />(303) <br />d <br />d <br />v- <br />0 990 <br />= (302) <br />d <br />W <br />985 <br />(300) <br />Area to be Inundated Colorado RiverDik <br />Griffith's <br />Z ontrol Point i°"-i-107-? Ex-°6iid="O-' X19-'6-01 `- RM 176.0 <br />Elevation 1000.0 <br />Side Channel Flooding Estimated at 9,000-10,000 s <br />.luni 9C% E_ieia_dinoi L2,911 oliL <br />- Jun. 50% Exo..done* <br />I 3.974 cis (10,515 or.) <br />342 cfs <br />Minimum Water Surface <br />Elevation of 994.8 <br />on 8/6/94 <br />9,022 cis <br />Maximum Water Surface <br />Elevation of 997.8 <br />on 6/3/94 <br />Main River Channel <br />980 -f <br />(299) 0 <br />25000 <br />20000 <br />15000 <br />10000 <br />O 5000 <br />0 <br />-5000 <br />-10000 <br />0 <br />100 200 300 400 <br />(30) (61) (91) (122) <br />Bed Width-feet (meters) <br />Rank 16 Eqn 4 y--a+bx2 <br />r2=0.84935748 DF Adj r2=0.8446499 FitStdErr-480.47104 Fstat=386.48508 <br />a=1272981.1 <br />b=1.2871999 <br />o? QQA 99R 998 1000 1002 <br />W.S. Elev. (ft) <br />Figure 17. River profile (top) and stage vs. discharge relationship <br />(bottom) for Griffith's bottomland habitat site adjacent to <br />the Colorado River, river mile 176.0. Note: Q=discharge in <br />cfs; W.S.El=relative water surface elevation. <br />39