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<br /> <br />, <br />r. <br /> <br />~ <br /> <br />. l -- <br />'-" <br /> <br />;- <br />, <br />~ <br />, <br /> <br />'-""~"""I <br />...:;.. ..,j.:. '~.t:'t"''''1/;j:~~::.....:1.. <br /> <br /> <br />, <br />f <br />f: <br />~:, <br />" <br />~i <br /> <br />I <br /> <br />STREAM NAME. <br />XS LOCATION. <br />XS NUMBER: <br /> <br />Horsefly Creek <br />100 yds upstream of San Miguel River <br />1 <br /> <br />MEASURED FLOW (Oml~ <br />~ 0 <br />t,= CALCULATED FLOW (Gc)= <br /> <br />~ (Om-Gel/Om' 100 = <br /> <br />t~ <br />C" MEASURED WATERLINE (WLm)= <br /> <br />I. - CALCULATED WATERLINE (WLc:)= <br />f-\ii(WLm-WLe)/WLm' 100 = <br />c <br />~ - <br />, <br />,- <br />~ MAX MEASURED DEPTH (Om)= <br /> <br />~ <br /> <br />MAX CALCULATED DEPTH (Oc)- <br />(Dm-De)/Om-' 100 <br /> <br />1- <br />~" <br />i <br /> <br />MEAN VELOCITY= <br /> <br />MANNING'S N= <br />SLOPE= <br /> <br />.4 . Gm = <br />2.5 . Om= <br /> <br />, <br /> <br />RATIONALE FOR RECOMMENDATION: <br /> <br />~q===_amg.a~~~~=mm.D~a~m~=Dmc <br /> <br />6.36 efB <br /> <br />6.98 eh <br /> <br />-9.7 7. <br /> <br />6.73 ft <br />b.79 ft <br />-0.9 % <br />O.M 1t <br />0.:12 1t <br />-4.4 " <br />0.91 ft/s"e <br />0.056 <br />0.0063 1t/ft <br />2.5 c:fs <br />15.9 efs <br /> <br />SUMMARY SHEET <br /> <br />RECOMMENDED INSTREAM FL <br /> <br />~~z=s===~a_.=====~==a.- <br /> <br />FLOW (CFS) <br /> <br />aa:a:===lI::l__=-= <br /> <br />,t ~ /I).? cfs <br />& Jh-:. fJPt"tl <br /> <br /><,),/10+10; <br /> <br />$'1.<"'''- <br /> <br />t ~ IJ.~-I<>r J,.'IMf .ir .J:.",J Jo,'hJ, ".II S~r ~crJ-ert'" <br />~ - ~ <br />~ -..t1 ,~.."''''U Lll1u J ...(.,,,J. Ib,,~ ". ~ ..<lu~~, ...0 ~ <:n.J.Ifl'" <br /> <br />-~i <br />