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ISFAPPC01558
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Instream Flow Appropriations
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ISFAPPC01558
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Last modified
3/31/2017 2:46:11 PM
Creation date
1/4/2008 11:55:32 AM
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Template:
Instream Flow Appropriations
Case Number
05CW0052
Stream Name
Minnie Gulch
Water Division
7
Water District
30
County
San Juan
Instream Flow App - Doc Type
Supplemental Data
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<br />e <br /> <br />e <br /> <br />STREAM NAME: Minnie Gulch-lower <br />XS LOCATION: approx. 500' upstream from confluence <br />XS NUMBER: 2 <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 /> - <br />LS 0.00 5.80 0.00 0.00 0.00 0.0% <br />1 GL 1.70 7.04 0.00 0.00 0.00 0.0% <br />WL 3.10 7.66 0.00 0.00 0.00 0.0% <br /> 3.50 7.71 0.05 0.00 0.40 0.05 0.02 0.00 0.0% <br /> 4.00 7.86 0.15 0.18 0.52 0.15 0.08 0.01 0.4% <br /> 4.50 7.96 0.20 0.44 0.51 0.20 0.10 0.04 1.3% <br /> 5.00 7.83 0.10 0.38 0.52 0.10 0.05 0.02 0.6% <br /> 5.50 8.06 0.30 0.56 0.55 0.30 ,0.15 0.08 2.4% <br /> 6.00 8.09 0.40 1.18 0.50 0.40 0.20 0.24 6.8% <br /> 6.50 8.08 0.40 0.79 0.50 0.40 0.20 0.16 4.6% <br /> 7.00 7.94 0.20 1.48 0.52 0.20 0.10 0.15 4.3% <br /> 7.50 7.85 0.15 0.80 0.51 0.15 0.08 0.06 1.7% <br /> 8.00 7.85 0.20 1.10 0.50 0.20 0.10 0.11 3.2% <br /> 8.50 7.88 0.20 1.46 0.50 0.20 0.10 0.15 4.2% <br /> 9.00 8.10 0.40 0.36 0.55 0.40 0.20 0.07 2.1% <br /> 9.50 8.18 0.40 2.47 0.51 0.40 0.20 0.49 14.3% <br /> 10.00 8.18 0.50 1.40 0.50 0.50 0.25 0.35 10.1% <br /> 10.50 8.24 0.50 0.90 0.50 _ 0.50 0.25 0.23 6.5% <br /> 11.00 8.14 0.50 2.46 0.51 0.50 0.25' 0.62 17.8% <br /> 11.50 8.08 0.30 1.70 0.50 0.30 0.15 0.26 7.4% <br /> 12.00 8.03 ' 0.30 0:83 0.50 0.30 0.15 0.12 3.6% <br />R 12.50 8.00 0.20 0.82 0.50 0.20 0.10 0.08 2.4% <br /> 13.00 7.98 0.20 0.00 0.50 0.20 0.10 0.00 0.0% <br /> 13.50 7.91 0.30 1.09 0.50 0.30 0.15 0.16 4.7% <br /> 14.00 7.79 0.10 1.01 0.51 0.10 0.05 0.05 1.5% <br /> 14.50 7.70 0.05 0.00 0.51 0.05 0.03 0.00 0.0% <br />WL 15.10 7.65 0.00 0.00 0.60 0.00 0.00 0.0% <br />1 GL 18.00 7.09 0.00 0.00 0.00 0.0% <br /> 19.30 6.64 0.00 0.00 0.00 0.0% <br />RS 20.60 5.60 0.00 0.00 0.00 0.0% <br />TOTALS _______m___________ 12.23 0.5 3.05 3.45 100.0% <br /> (Max.) <br /> ,___...__. ._._H____. _ ____ <br /> Manning's n = 0.1198 <br /> Hydraulic Radius: 0.249308074 <br /> <br />i <br />
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