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EF Dry Creek Appendices
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Instream Flow Appropriations
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EF Dry Creek Appendices
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Last modified
3/28/2017 10:45:30 AM
Creation date
10/5/2006 11:16:04 PM
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Template:
Instream Flow Appropriations
Case Number
05CW0151
Stream Name
East Fork Dry Creek
Watershed
Uncompahgre
Water Division
4
Water District
41
County
Montrose
Instream Flow App - Doc Type
Supplemental Data
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<br />STREAM NAME: East Fork Dry Creek Above Hwy 90 <br />XS LOCATION: 125 758035 4249704 <br />XS NUMBER: 1 <br /> # DATA POINTS= 30 VALUES COMPUTED FROM RAW FIELD DATA <br />FEATURE VERT WATER WETTED WATER AREA Q %0 <br /> DIST DEPTH DEPTH VEL PER 1M. DEPTH (Am) (am) CELL <br /> 1.00 5.37 0.00 0.00 0.00 0.0% <br />1 GL 2.20 5.53 0.00 0.00 0.00 0.0% <br />WL 2.90 6.13 0.00 0.00 0.00 0.00 0.00 0.0% <br /> 3.00 6.24 0.10 0.00 0.15 0.10 0.03 0.00 0.0% <br /> 3.50 6.49 0.35 0.00 0.56 0.35 0.18 0.00 0.0% <br /> 4.00 6.52 0.40 0.08 0.50 0.40 0.20 0.02 1.1% <br /> 4.50 6.46 0.35 0.07 0.50 0.35 0.18 0.01 0.9% <br /> 5.00 6.49 0.37 0.16 0.50 0.37 0.19 0.03 2.1% <br /> 5.50 6.53 0.40 0.08 0.50 0.40 0.20 0.02 1.1%, <br /> 6.00 6.64 0.50 0.28 0.51 0.50 0.25 0.07 5.0% <br /> 6.50 6.66 0.52 0.15 0.50 0.52 0.26 0.04 2.8% <br /> 7.00 6.65 0.50 0.32 0.50 0.50 0.25 0.08 5.7% <br /> 7.50 6.44 0.30 0.61 0.54 0.30 0.15 0.09 6.6% <br /> 8.00 6.50 0.35 0.29 0.50 0.35 0.18 0.05 3.6% <br /> 8.50 6.64 0.50 0.63 0.52 0.50 0.25 0.16 11.3% <br /> 9.00 6.60 0.45 0.69 0.50 0.45 0.23 0.16 11.2% <br /> 9.50 6.63 0.50 0.78 0.50 0.50 0.25 0.20 14.0% <br /> 10.00 6.59 0.43 0.67 0.50 0.43 0.22 0.14 10.3% <br /> 10.50 6.52 0.39 0.47 0.50 0.39 0.20 0.09 6.6% <br /> 11.00 6.46 0.32 0.43 0.50 0.32 0.16 0.07 4.9% <br /> 11.50 6.52 0.40 0.13 0.50 0.40 0.20 0.03 1.9% <br /> 12.00 6.47 0.34 0.36 0.50 0.34 0.17 0.06 4.4% <br /> 12.50 6.45 0.31 0.26 0.50 0.31 0.16 0.04 2,9% <br /> 13.00 6.41 0.28 0.08 0.50 0.28 0.14 0.01 0.6% <br /> 13.50 6.30 0.18 0.29 0.51 0.18 0.09 0.03 1.9% <br /> 14.00 6.31 0.20 0.10 0.50 0.20 0.10 0.01 0.7% <br /> 14.50 6.25 0.10 0.00 0.50 0.10 0.05 0.00 0.0% <br />WL 15.00 6.14 0.00 0.00 0.51 0.00 0.00 0.0% <br />GL 19.25 5.53 0.00 0.00 0.00 0.0% <br />S 20.50 5.34 0.00 0.00 0.00 0.0% <br />TOTALS .................---.. 12.34 0.52 4.25 1.39 100.0% <br /> (Max.) <br /> Manning's n = 0.0997 <br /> Hydraulic Radius= 0.344394989 <br />
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