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<br />I <br /> <br />eWL' <br /> <br />e <br /> <br />STREAM NAME: <br />XS LOCATION: <br />XS NUMBER; <br /> <br />STAGING TABLE <br /> <br />DIST TO <br />WATER <br />(FT) <br /> <br />*GL* <br /> <br />1. 70 <br />1. 71 <br />1. 76 <br />1. 81 <br /> <br />. <br /> <br />Cornet Creek <br />N37 56.463; W10748.678 <br />, <br /> <br />. <br /> <br />*GL* = lowest Grassline elevation corrected for sag <br />*WL* = Waterline corrected for variations in field measured water surface elevations and sag <br /> <br />TOP <br />WIDTH <br />(FT) <br /> <br />24.92 <br />24.B2 <br />24.40 <br />23.98 <br />23.56 <br />23.14 <br />22.71 <br />27..32 <br />22.08 <br />21.84 <br />21. 60 <br />21. 29 <br />20.43 <br />18.46 <br />16.55 <br />lS.:n <br />14.06 <br />12.53 <br />9.05 <br />5.99 <br />5.65 <br />4.59 <br />2.95 <br />2.65 <br />2.23 <br />0.97 <br /> <br />AVG. <br />DEPTH <br />(FT) <br /> <br />.76 <br />0.75 <br />0.71 <br />0.67 <br />U.63 <br />0.60 <br />0.56 <br />0.52 <br />0.47 <br />,43 <br />0.38 <br />0.34 <br />0.30 <br />0.28 <br />(0:26\ <br />~3J <br />0.19 <br /> <br />0.16 <br /> <br />0.1.1 <br />0.19 <br />0.15 <br />0.12 <br />0.13 <br />0.09 <br />0.05 <br />0.02 <br /> <br />MAX, <br />DEPTH <br />(FT) <br /> <br />1.26 <br />1.25 <br />1. 20 <br />1.15 <br />1.10 <br />1. 05 <br />1. 00 <br />(LQS <br />0.90 <br />O.8~ <br />0.80 <br />0.75 <br />0.70 <br />0.65 <br />0.60 <br />0.55 <br />0.50 <br /> <br />O.4S <br /> <br />0.4.0 <br />0.35 <br />0.30 <br />0.25 <br />0.20 <br />.>S <br />0.10 <br />0.05 <br /> <br />:~/3,^", -:: 9,0 <br />2./30 -:.3.5 <br />~rso <br /> <br />'13Ft). ~ <br /> <br />AREA <br />(SQ FT) <br /> <br />18.86 <br />18.57 <br />17 _14 <br />16.13 <br />14.95 <br />13.78 <br />12.63 <br />lLSl <br />10.40 <br />9.30 <br />8.:n <br />7.14 <br />6.10 <br />5.12 <br />4.25 <br />3.4.5 <br />2.72 <br />2.05 <br /> <br />1..5.0 <br />loll <br />.82 <br /> <br />.56 <br /> <br />0.38 <br />0.24 <br />,>2 <br />0.02 <br /> <br />WETTED <br />PERIM. <br />(FT) <br /> <br />25.36 <br />25.26 <br />24.82 <br />24.38 <br />23.94 <br />23.51 <br />23.07 <br />22 fi6 <br />22.40 <br />22.14- <br />21. 88 <br />21.54 <br />20.67 <br />16.69 <br />16.77 <br />15.50 <br />14 .24- <br />12 69 <br />9.19 <br />6.10 <br />5.75 <br />4.66 <br />2.99 <br />2.68 <br />2.24 <br />0.98 <br /> <br />PERCENT <br />WET PER <br />(%) <br /> <br />100.0% <br />99.6% <br />97.9% <br />96.2t <br />94.4t <br />92.7% <br />91. ot <br />89.4% <br />88.3% <br />a-I.J% <br />86.3%" <br />84.9% <br />91.5% <br />73.7% <br />66.1% ( <br />61.1% <br />56.n <br />50.0% <br />36.2% <br />24.1% <br />22.7% <br />18.4% <br />11.8t <br />10.6t <br />8.8% <br />,8% <br /> <br />HYDR <br />RADIUS <br />(f'T) <br /> <br />.74 <br />0.74 <br />o 70 <br />,66 <br />u.62 <br />0.59 <br />0.55 <br />0.51 <br />0.46 <br />0.42 <br />0.38 <br />0.33 <br />0.29 <br />0.27 <br />0.25 <br />0.22 <br />0.19 <br />0.16 <br />0.16 <br />0.L8 <br />.H <br />. '2 <br />,>3 <br />0.09 <br />0.05 <br />0.02 <br /> <br />iO <br /> <br />&, C 'C-, <br />"- <br />"0l,.r, <br /> <br />,b ( 9\ I <br /> <br />FLOW <br />(CFS) <br /> <br />88.98 <br />87.01 <br />78.52 <br />70 44 <br />62.76 <br />S5 49 <br />48.61 <br />42 11 <br />35.83 <br />29.98 <br />24.57 <br />19.66 <br />15.52 <br />12.43 <br />978--'7'0 <br />7.29 <br />5.18 <br />3.49 -'> 2/;1 <br />2.57 <br />2.06 <br />1.29 <br />0.79 <br />0.55 <br />0.27 <br />0.09 <br />,01 <br /> <br />0..5 <br /> <br />":/':....:.. <br />/ <br /><c 10,,) <br /> <br />.c\ Ie< ') <br /> <br />AVG. <br />VELOCITY <br />1FT/SEe) <br /> <br />4.12 <br />,68 <br />4 53 <br />4.37 <br />4.20 <br />4.03 <br />.85 <br />'3 fi6 <br />,4' <br />:3 .22 <br />2.99 <br />2.75 <br />2.55 <br />2.43 <br />2.30 <br />,n <br />," <br />1. 70 <br />1.72 <br />1. 85 <br />1. 57 <br />,U <br />L45 <br />1.H <br />O.BO <br />0.48 <br /> <br /><to '15 <br /> <br />'3,~"1 <br /> <br />1.86 <br /> <br />1. 91 <br />1. 96 <br />2.01 <br />2.06 <br />2.11 <br />2.16 <br />2.21 <br />2.26 <br />2.31 <br />2.36 <br />2.41 <br />2.46 <br />2.51 <br />2.56 <br />2.61 <br />2.65 <br />2.71 <br />2.76 <br />2.81 <br />2.86 <br />2.91 <br />