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ISFAPPC01851
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Instream Flow Appropriations
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ISFAPPC01851
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Last modified
3/31/2017 2:46:10 PM
Creation date
10/5/2006 10:44:25 PM
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Template:
Instream Flow Appropriations
Case Number
03CW0035
Stream Name
Dorsey Creek
Watershed
San Luis Creek
Water Division
3
Water District
25
County
Saguache
Instream Flow App - Doc Type
Supplemental Data
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<br />. PROOF SHEET <br /> -------- <br /> ------ <br /> NPUTDATA 41 DATA POINTS 22 WATERLINE COMPARISON TABLE <br /> FEATURE VERT WATER TAPE TO II WL~R MEAS COMP :0:11 <br /> DISI DEPTH OEPTH VEL A WATER AREA AREA <br /> LS 0 5.3 0 0 0 0 0 6.49 0.36 1.39 287.20% <br /> I 5.38 0 0 0 0 0 6.51 0.36 1.33 271.70% <br /> 1.5 5.46 0 0 0 0 0 6.53 0.36 1.28 256.40% <br /> 2 5.62 0 0 0 0 0 6.55 0.36 1.22 241.30% <br /> 2.5 5.9 0 0 0 0 0 6.57 0.36 Ll7 226.30% <br /> 2.7 6.27 0 0 0 0 0 6.59 0.36 1.12 211.60% <br /> '0 3 6.55 0 0 0 0 0 6.61 0.36 1.07 197.30% <br /> 3.4 6,7 0 0 0 0 0 6.63 0.36 1.02 183.20% <br /> W 3.5 6.n 0 0 0 0 0 6.65 0.36 0.97 169.40% <br /> 3.7 7.08 0.15 0.17 0.04 0.0] 6.93 6.67 0.36 0.92 156.00% <br /> 4 7.08 0.15 0.58 0.05 0.D3 6.93 6.69 0.36 0.87 142.90% <br /> 4.3 7.07 0.15 1.03 0.05 0.05 6.92 6.7 0.36 0.85 136.40% <br /> 4.6 7.06 0.15 1.15 0.05 0.05 6.91 6.71 0.36 0.83 130.()O% <br /> 4,9 7.05 0.15 1.36 0.05 0.06 6.9 6.72 0.36 0,8 123.70% <br /> 51 7.it 0.2 \.47 0.06 0.09 6.91 6.73 0.36 0.78 117.30% <br /> 5.5 7.16 0.25 1.41 0.06 0.08 6.91 6.74 0.36 0.76 111.00% <br /> W 5.65 7.17 0.25 1.56 0.02 0.04 6.92 6.75 0.36 0.73 1()A..70% <br /> 0 5.7 6.55 0 0 0 0 0 6.76 0.36 0.71 98.40% <br /> 5.8 6.21 0 0 0 0 0 6.77 0.36 0.69 92.10% <br /> 6 5.8 0 0 0 0 0 6.78 0.36 0.67 85.80% <br /> 7 5.6 0 0 0 0 0 6.79 0.36 0.64 79.50% <br /> RS 7.9 5.36 0 0 0 0 0 6.81 0.36 0,6 67.10% <br /> TOTALS 0.36 0.4 6.83 0.36 0.55 54.70% <br /> 6.85 0.36 0.51 42.30% <br /> 6.87 0.36 0.47 30.00% <br /> 6.89 0.36 0.42 17.80% <br /> 6.91 0.36 0.38 5.60% <br />. 6.93 0.36 0.34 -6.50% <br /> 6.95 0.36 0.29 -18.50% <br /> 6.97 0.36 0.25 -30.30% <br /> 6.99 0.36 0.21 -42.00% <br /> W A TERUNE AT ZERO <br /> AREA ERROR = 6.914 <br /> <br />. <br />
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