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ISFAPPC01446 (3)
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Instream Flow Appropriations
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ISFAPPC01446 (3)
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Last modified
3/28/2017 11:39:17 AM
Creation date
2/27/2007 11:08:43 AM
Metadata
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Template:
Instream Flow Appropriations
Case Number
04CW0085
Stream Name
La Plata Gulch
Water Division
2
Water District
11
County
Chaffee
Instream Flow App - Doc Type
Supplemental Data
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<br />STREAM NAME: La Plata Gulch <br />XS LOCATION: 75 yards upstream of Lake Creek <br />XS NUMBER: 1 <br /> # DATA POINTS= 40 VALUES COMPUTED FROM RAW FIELD DATA <br />FEATURE VERT WATER WETTED WATER AREA Q %0 <br /> DIST DEPTH DEPTH VEL PERIM. DEPTH (Am) (Om) CELL <br />SLB 0.00 0.75 0.00 0.00 0.00 0.0% <br />1 GLB 0.20 0.95 0.00 0.00 0.00 0.0% <br /> 0.60 1.60 0.00 0.00 0.00 0.0% <br />WLB 1.30 2.45 0.00 0.00 0.00 0.00 0.0% <br /> 1.50 2.50 0.05 0.01 0.21 0.05 0.02 0.00 0.0% <br /> 2.00 2.55 0.15 0.01 0.50 0.15 0.08 0.00 0.0% <br /> 2.50 2.50 0.05 0.01 0.50 0.05 0.03 0.00 0.0% <br /> 3.00 2.60 0.15 0.22 0.51 0.15 0.08 0.02 0.4% <br /> 3.50 2.50 0.10 0.64 0.51 0.10 0.05 0.03 0.8% <br /> 4.00 2.60 0.20 1.30 0.51 0.20 0.10 0.13 3.2% <br /> 4.50 2.80 0.40 1.87 0.54 0.40 0.20 0.37 9.3% <br /> 5.00 2.65 0.35 1.92 0.52 0.35 0.18 0.34 8.4% <br /> 5.50 2.80 0.40 1.37 0.52 0.40 0.20 0.27 6.8% <br /> 600 2.60 0.20 1.23 0.54 0.20 0.10 0.12 3.1% <br />R 6.50 2.60 0.20 0.99 0.50 0.20 0.10 0.10 2.5% <br /> 7.00 2.80 0.40 0.30 0.54 0.40 0.20 0.06 1.5% <br /> 7.50 2.60 0.20 0.84 0.54 0.20 0.10 0.08 2.1% <br /> 8.00 2.65 0.30 1.66 0.50 0.30 0.15 0.25 6.2% <br /> 8.50 2.60 0.25 1.50 0.50 0.25 0.13 0.19 4.7% <br /> 9.00 2.60 0.25 1.40 0.50 0.25 0.13 0.18 4.4% <br /> 9.50 2.60 0.25 1.21 0.50 0.25 0.13 0.15 3.8% <br /> 10.00 2.60 0.25 1.50 0.50 0.25 0.13 0.19 4.7% <br /> 10.50 2.50 0.20 2.00 0.51 0.20 0.08 0.15 3.7% <br /> 10.75 2.50 0.25 1.24 0.25 0.25 0.06 0.08 1.9% <br />R 11.00 2.60 0.25 1.70 0.27 0.25 0.09 0.16 4.0% <br />R 11.50 2.60 0.25 1.95 0.50 0.25 0.13 0.24 6.1% <br /> 12.00 2.65 0.30 0.14 0.50 0.30 0.15 0.02 0.5% <br /> 12.50 2.60 0.25 0.22 0.50 0.25 0.13 0.03 0.7% <br /> 13.00 2.75 0.40 0.71 0.52 0.40 0.20 0.14 3.5% <br /> 13.50 2.75 0.40 0.60 0.50 0.40 0.20 0.12 3.0% <br /> 14.00 2.70 0.30 1.52 0.50 0.30 0.15 0.23 5.7% <br /> 14.50 2.60 0.20 1.20 0.51 0.20 0.10 0.12 3.0% <br /> 15.00 2.70 0.30 1.11 0.51 0.30 0.15 0.17 4.1% <br /> 15.50 2.70 0.30 0.42 0.50 0.30 0.15 0.06 1.6% <br /> 16.00 2.80 0.35 0.12 0.51 0.35 0.18 0.02 0.5% <br /> 16.50 2.65 0.25 0.02 0.52 0.25 0.11 0.00 0.1% <br />WRB 16.90 2.45 0.00 0.45 0.00 0.00 0.0% <br />1 GRB 17.00 1.80 0.00 0.00 0.00 0.0% <br /> 17.50 1.40 0.00 0.00 0.00 0.0% <br />SRB 18.50 1.25 0.00 0.00 0.00 0.0% <br />TOTALS --------- 16.00 0.4 3.94 4.02 100.0% <br /> (Max.) <br /> Manning's n = 0.1399 <br /> Hydraulic Radius= 0.245992187 <br />
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