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Last modified
8/16/2009 3:04:17 PM
Creation date
10/4/2006 6:59:01 AM
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Board Meetings
Board Meeting Date
1/27/2004
Description
ISF Section - Instream Flow Appropriations - Roubideau Creek
Board Meetings - Doc Type
Memo
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<br /> STREAM NAME: Roubideau Creek - Criswell 10 Potter reach <br /> PROOF SHEET XS LOCATION: 250 yards above confluence with Potter Creek: <br /> ---- XS NUMBER: I <br /> ---- <br />lNPUTDATA # DATA POINTS= 32 WATER LINE COMPARISON TABLE <br />II FEATURE VERT WATER TAPE TO II WATER MEAS COMP AREA <br />DIST DEPTH DEPTH VEL A Q WATER LINE AREA AREA ERROR <br />LS 0 3.32 0 (I (I 0 0 6.15 7.45 13.08 75.60% <br /> 3.5 4.23 0 (I 0 0 0 6.17 7.45 12.64 69.70% <br />G 4 4.58 0 (I 0 0 0 6.19 7.45 12.21 63.80% <br /> 7,8 5.52 0 0 0 0 0 6.21 7.45 11.77 57.90% <br />W 8,5 6.39 0 0 0 0 0 6.23 7.45 11.33 52.10% <br /> 9 6,6 0,2 0.92 0.15 0.14 6.4 6.25 7.45 10.89 46.20% <br /> 10 6.64 0.25 0.75 0.25 0.19 6.39 6,XI 7.45 10.46 40.40% <br /> 11 6.89 0.5 0 0.5 0 6.39 6.29 7.45 10.02 34.50% <br /> 12 7.f12 0,6 1.1 0,6 0.66 6.42 6.:H 7.45 9.59 28.70% <br /> 13 6,9 0.5 0.65 0,5 0.33 6.4 6.33 7.45 9.16 22.90% <br /> 14 6.84 0.35 0 0.35 0 6.49 6.35 7.45 8.72 17.10% <br /> 15 6,9 0.5 0.43 0.5 0.22 6,4 6.36 7.45 8.51 14.20% <br /> 16 6.92 0,5 0.5 0.5 0.25 6.42 6.37 7.45 8.29 11.30% <br /> 17 6,92 0,5 Ll4 0,5 0.57 6.42 6.38 7.45 8.08 8.40% <br /> 18 6.91 0.5 0.65 0.5 0.33 6.41 6.39 7.45 7.86 5.50% <br /> 19 6.79 0.4 0.29 0.4 0.12 6.39 6.4 7.45 7.65 2.60% <br /> 20 6.79 0.4 0.82' 0,4 0.33 6.39 6.41 7.45 7.43 -0.30% <br /> 21 6.63 0,2 0.78 0.2 0.16 6.43 6.42 7.45 7.22 -3.10% <br /> 22 6.82 0.4 0.68 0.4 O,XI 6.42 6.43 7.45 7.01 -6.00% <br /> 23 6.81 0,4 0' 0.4 0,2 6.41 6,44 7.45 6,8 ~8.80% <br /> " <br /> 24 6.65 0.25 0.88 0,25 0.22 6,4 6.45 7.45 6.59 -11.60% <br /> 25 6.77 0,4 1.08 0,4 0.43 6.37 6.47 7.45 6.17 -17.10% <br /> 26 6.68 0.3 0 0.3 0 6.38 6.49 7.45 5.77 -22.60% <br /> 27 6.49 0,1 0,4 0,1 0,04 6.39 6.51 7.45 5.37 -27.90% <br /> 28 6.54 0.15 0 0.15 0 6.39 6.53 7.45 4.99 -33.00% <br /> 29 6.48 0,1 0 0,1 0 6.38 6.55 7.45 4.63 -37.90% <br />W 30 6.4 0 0 0 0 0 6.57 7.45 4.27 -42.70% <br /> 30.5 5.99 0 0 0 0 0 6.59 7.45 3,92 -47.40% <br /> 36 5.74 0 0 0 0 0 6.61 7.45 3.57 -52.10% <br />G 43.5 4.52 0 0 0 0 0 6.63 7.45 3.23 -56.60% <br /> 4<i 3.65 0 0 (I (I (I 6.65 7.45 2,9 -61.00% <br />RS 49.5 2.68 (I (I (I (I (I WATERLINE AT ZERO <br /> TOTALS 7.45 4.43 AREA ERROR = 6.404 <br />
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