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ISFAPPC01074
CWCB
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Instream Flow Appropriations
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ISFAPPC01074
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Last modified
3/31/2017 2:46:10 PM
Creation date
10/5/2006 10:35:12 PM
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Template:
Instream Flow Appropriations
Case Number
05CW0250
05CW0251
Stream Name
Escalante Creek
Watershed
San Miguel
Water Division
4
Water District
40
County
Mesa
Instream Flow App - Doc Type
Supplemental Data
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<br />_;;--;. r'w,- <br />- ' <br /> <br />,~.... <br />: I <br /> <br />~ <br />t~_ ;.) <br /> <br /> STREAM NAME: Escalante Creek <br /> XS LOCATION: 1.7 miles ds from Escalante Forks <br /> XS NUMBER: 1 <br /> # DATA POINTS: 29 VALUES COMPUTED FROM RAW FIELD DATA <br /> FEATURE VERT WATER WETTED WATER AREA Q %'Q <br /> DIST DEPTH DEPTH VEL PER 1M, DEPTH (Am) (am) CELL <br />LS 0.00 2.17 0.00 0.00 0.00 0.00 0.00 0.0% <br /> 5.00 3.12 0.00 0.00 0.00 0.00 0.00 'O.O"k <br /> 10.00 4,12 0.00 0.00 0.00 0.00 0.00 0.0% <br /> 12.00 4.74 0.00 0.00 0.00 0.00 0.00 0.0% <br /> 13.00 5.27 0.50 2.43 1.13 0.50 0.50 1.22 3.5% <br /> 14.00 5.54 0.80 2.93 1.04 0.60 0.60 2.34 6.7% <br /> 15.00 5.46 0.75 2.07 1.00 0.75 0.75 1.55 4.4% <br /> 16.00 5.46 0.65 1.31 1.00 0.65 0.65 0.65 2.4% <br /> 17.00 5.40 0.65 1.61 1.00 0.65 0.65 1.05 3.0%. <br /> 16.00 5,40 0.70 2.46 1.00 0.70 0.70 1.72 4.9% <br /> 19.00 5.11 0.35 2.60 1.04 0.35 0.35 0.96 2.8% <br /> 20.00 5.46 0.70 3.06 1.06 0.70 0.70 2.14 6.1% <br /> 21.00 5.60 0.65 2.26 1.01 0.65 0.65 1.94 5.5% <br /> 22.00 5.92 1.15 1.56 1.05 1.15 1.15 1.79 5.1% <br /> 23.00 5.65 1.10 2.48 1.00 1.10 1.10 2.73 7,8% <br /> 24.00 6.15 1.40 2.01 1.04 1.40 1,40 2.61 8.0% <br /> 25.00 6.14 1.40 2.04 1,00 1.40 1,40 2.66 8.1% <br /> 26,00 5,95 1.20 3.70 1.02 1.20 1.20 4.44 12.6% <br /> 27.00, 5.69 1.15 1.38 1.00 1.15 1.15 1.59 4.5% <br /> 26.00 6.03 1.25 0.67 1.01 1.25 1.25 0.64 2.4% <br /> 29,00, -5.66" 1.10 -0.23 1.01 1.10 1.10 0.25 0.7% <br /> 30.00 5.76 0.95 1.79 1.00 0.95 0.95 1.70 4.8% <br /> 31.00 5.04 0.30 1.46 1.23 0.30 0.30 0.44 1.2% <br /> 32.00 5.40 0.65 1.70 1.06 0.65 0.65 1.11 3.1% <br /> 33.00 5.21 0.45 l.n 1.02 0.45 0.45 0,60 2.3% <br /> 34.00 5.01 0.25 0.03 1.02 0.25 0.25 0.01 0.0010 <br /> 35.00 4.66 0.00 0,00 1.06 0.00 0.00 0.0% <br /> 36.00 2.91 0.00 0,00 0.00 0.00 0.00 o.ooio <br />RS 37.00 1.74 0.00 0,00 0.00 0.00 0.00 0.0% <br /> TOTALS ----------------- 23.62 1.4 16.30 35.15 100.0% <br /> (Max.) <br /> - . - ---------- .Manning's n =. 0,1012 ----- <br /> Hydraulic Radius=: 0.766245972 <br /> <br />i <br />
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