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<br /> STREAM NAME: Horse Creek <br />, XS LOCA nON: approximately 1,7 miles upstream from confluence with Colorado River <br />XS NUMBER: 1 <br /> *GL * = lowest Grassline elevation corrected for sag <br />STAGING TABLE *WL * = Waterline corrected for variations in field measured water surface elevations and sa <br />DlST TO TOP AVG, MAX, WETTED PERCENT HYDR AVG, <br /> WATER WIDTH DEPTH DEPTH AREA PERIM, WET PERIM RADIUS FLOW VELOCITY <br /> (FT) (FT) (FT) (FT) (SQFT) (FT) (%) (Ff) (CFS) (Ff ISEC) <br /> 6,2 5,07 0,31 0.46 1.55 5,29 100,00% 0,29 2.15 1.39 <br /> 6,25 4,85 0,27 0,41 1.32 5,03 95.20% 0.,26 1.72 1.29 <br /> 6,3 4,6 0,24 0.36 1.09 4,75 89,80% 0,23 1.29 1.18 <br /> 6,35 4,36 0,2 . 0,31 0,86 4.46 84.40% 0.,19 -{),91 - 1.05) <br /> 6,4 4,09 0,16 0.26 0,65 4.15 78,60% 0,16 0,6 0,92 <br /> 6,45 3,67 0,13 0,21 0,46 3,72 70.40% 0,]2 0..36 0,78 <br /> 6,5 2,99 0,1 0,16 0,29 3,02 57,20% ) 0,09 0.19 - 0,65 <br /> 6.55 2.16 0.Q7 0,11 0,16 2,18 41.20% 0.,07 0,09 0,55 <br /> 6,6 1.7 0,04 0,06 0,06 1.7 32,20% 0.04 0.Q2 0,34 <br /> 6,65 0..38 0,01 0,01 0 0.38 7.20% 0,01 0 0,13 <br /> <br />v <br /> <br />D."2.'e7f <br /> <br />D. eu c.f's <br /> <br />~ <br /> <br />50% wP <br /> <br />-- <br /> <br />C),ILf.5 c{s <br /> <br />S 7. 2. 0 <br /> <br />So <br /> <br />'-1(, 2 &> <br /> <br />t) .f? <br />>< <br /> <br />'2?:<iJ <br />----=- <br />/b <br /> <br />D.55 x.. 6.ID <br /> <br />0.055 <br /> <br />0,0' <br /> <br />, <br /> <br />y..-=- <br /> <br />(),{)7 -r D.055 :=. <br /> <br />6. ILf!5 <br /> <br />>) <br /> <br />I.D <br /> <br />- <br />V <br /> <br />~, 7 9 c fs <br /> <br />),0,.5 <br />/.0 <br />.0.92 <br /> <br />{),71 <br /> <br />b . ()~ <br /> <br />- (). "z >0<. D. '3 J -= b. / &f <br /> <br />')( <br /> <br />~,13 <br /> <br />(),~ <br /> <br />)(.. - <br /> <br />D. 7er c..fs <br /> <br />, <br />