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ISFAPPC01452 (2)
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Instream Flow Appropriations
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ISFAPPC01452 (2)
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Last modified
3/28/2017 11:28:54 AM
Creation date
2/27/2007 11:08:57 AM
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Template:
Instream Flow Appropriations
Case Number
04CW0082
Stream Name
East Branch Sayres Gulch
Water Division
2
Water District
11
County
Chaffee
Instream Flow App - Doc Type
Supplemental Data
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<br />STREAM NAME: Sayers Gulch <br />XS LOCATION: Near Wilderness Bndry <br />XS NUMBER: 1 <br /> # DATA POINTS= 30 VALUES COMPUTED FROM RAW FIELD DATA <br />FEATURE VERT WATER WETTED WATER AREA a %0 <br /> DIST DEPTH DEPTH VEL PERIM. DEPTH (Am) (am) CELL <br /> 0.00 2.20 0.00 0.00 0.00 0,0% <br />1 bf 1.00 2.46 0.00 0.00 0.00 0.0% <br /> 2.50 3.20 0.00 0.00 0.00 0.0% <br /> 4.40 3.85 0.00 0.00 0.00 0.0% <br /> 7.00 4.37 0.00 0.00 0.00 0.0% <br />wi 10.20 4.41 0.00 0.00 0,00 0.00 0.00 0,0% <br /> 10.60 4.60 0.20 0.11 0.44 0.20 0.08 0.01 0.8% <br /> 11.00 4.70 0.30 0.22 0.41 0,30 0.12 0.03 2.3% <br /> 11.40 4.90 0.50 0.10 0.45 0.50 0,20 0.02 1,8% <br /> 11.80 4.70 0.30 0.25 0.45 0.30 0.12 0.03 2.6% <br /> 12.20 4.50 0.10 0.59 0.45 0.10 0.04 0.02 2.1% <br /> 12.60 4.45 0.05 0.80 0.40 0.05 0.02 0.02 1.4% <br /> 13.00 5.00 0.60 0.88 0.68 0.60 0.24 0.21 18.5% <br /> 13.40 5.00 0,60 0.55 0.40 0.60 0.24 0,13 11.6% <br /> 13,80 4.95 0.55 0.49 0.40 0.55 0.22 0.11 9.4% <br /> 14.20 4.70 0.30 0.51 0.47 0.30 0.12 0.06 5.4% <br /> 14.60 5.00 0.60 0,76 0,50 0.60 0.24 0.18 16.0% <br /> 15.00 4.85 0.45 0.62 0.43 0,45 0.18 0.11 9,8% <br /> 15.40 4.85 0.45 0.40 0.40 0.45 0,18 0.07 6.3% <br /> 15.80 4.80 0.40 0.31 0.40 0.40 0.16 0.05 4.3% <br /> 16.20 4.75 0.35 0,40 0.40 0.35 0.14 0.06 4.9% <br /> 16.60 4.75 0.35 0,16 0.40 0,35 0,14 0.02 2.0% <br /> 17.00 4,70 0.30 0.07 0.40 0.30 0.12 0.01 0.7% <br /> 17 .40 4,60 0.20 0.04 0.41 0.20 0.08 0.00 0.3% <br /> 17,80 4.50 0.10 0.00 0.41 0.10 0.03 0.00 0.0% <br />wi 18.00 4.39 0.00 0.00 0.23 0.00 0.00 0.0% <br /> 18.60 4.36 0.00 0.00 0,00 0.0% <br /> 19.00 3.77 0,00 0.00 0.00 0.0% <br />bf 19,80 3.36 0.00 0.00 0.00 0.0% <br /> 20.50 2.51 0.00 0.00 0.00 0.0% <br />TOTALS --------------------- 8.54 0.6 2.67 1.14 100.0% <br /> (Max.) <br /> Manning's n = 0.2261 <br /> Hydraulic Radius= 0.312492842 <br />
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