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09/5/A-002 Buzzard Creek
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09/5/A-002 Buzzard Creek
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Last modified
4/18/2016 11:22:47 AM
Creation date
1/12/2009 11:32:17 AM
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Template:
Instream Flow Appropriations
Case Number
09CW0064
Stream Name
Buzard Creek
Water Division
5
Instream Flow App - Doc Type
Supplemental Data
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<br />STREAM NAME: Buzzard Creek <br />XS LOCATION: 50' uls of USFS Road Xing @ 39 13 30.3; 107 3744.5 <br />XS NUMBER: 0 <br /> # DATA POINTS= 36 VALUES COMPUTED FROM RAW FIELD DATA <br />FEATURE VERT WATER WETTED WATER AREA Q %Q <br /> DIST DEPTH DEPTH VEL PERIM. DEPTH (Am) (Qm) CELL <br />TS 0.00 2.74 0.00 0.00 0.00 0.0% <br />BS 0.01 3.60 0.00 0.00 0.00 0.0% <br />1 G 1.05 3.92 0.00 0.00 0.00 0.0% <br /> 1.40 4.18 0.00 0.00 0.00 0.0% <br /> 2.00 4.54 0.00 0.00 0.00 0.0% <br /> 3.00 4.72 0.00 0.00 0.00 0.0% <br />W 5.70 5.31 0.00 0.00 0.00 0.00 0.00 0.0% <br /> 8.00 5.33 0.05 0.00 2.30 0.05 0.11 0.00 0.0% <br /> 10.00 5.33 0.05 0.00 2.00 0.05 0.10 0.00 0.0% <br /> 12.00 5.33 0.05 0.00 2.00 0.05 0.08 0.00 0.0% <br /> 13.00 5.53 0.20 0.35 1.02 0.20 0.15 0.05 2.2% <br />R 13.50 4.93 0.00 0.00 0.78 0.00 0.00 0.0% <br />R 14.20 4.78 0.00 0.00 0.00 0.00 0.00 0.0% <br /> 14.70 5.56 0.30 1.19 0.93 0.30 0.20 0.23 9.6% <br /> 15.50 5.56 0.20 0.99 0.80 0.20 0.13 0.13 5.3% <br /> 16.00 5.43 0.20 0.16 0.52 0.20 0.10 0.02 0.7% <br /> 16.50 5.45 0.20 0.52 0.50 0.20 0.10 0.05 2.2% <br /> 17.00 5.45 0.20 0.95 0.50 0.20 0.10 0.10 3.9% <br /> 17.50 5.55 0.25 -0.08 0.51 0.25 0.13 -0.01 -0.4% <br /> 18.00 5.60 0.35 0.19 0.50 0.35 0.18 0.03 1.4% <br /> 18.50 5.65 0.35 0.42 0.50 0.35 0.18 0.07 3.0% <br /> 19.00 5.60 0.35 1.31 0.50 0.35 0.18 0.23 9.5% <br /> 19.50 5.55 0.30 1.39 0.50 0.30 0.15 0.21 8.6% <br /> 20.00 5.60 0.30 1.09 0.50 0.30 0.23 0.25 10.1% <br /> 21.00 5.60 0.35 1.02 1.00 0.35 0.35 0.36 14.8% <br /> 22.00 5.60 0.35 0.75 1.00 0.35 0.35 0.26 10.9% <br /> 23.00 5.70 0.45 0.53 1.00 0.45 0.45 0.24 9.9% <br /> 24.00 5.65 0.40 0.29 1.00 0.40 0.40 0.12 4.8% <br /> 25.00 5.65 0.35 0.21 1.00 0.35 0.35 0.07 3.0% <br /> 26.00 5.55 0.20 0.07 1.00 0.20 0.21 0.01 0.6% <br />W 27.10 5.23 0.00 0.00 1.15 0.00 0.00 0.0% <br /> 28.00 4.82 0.00 0.00 0.00 0.0% <br /> 28.90 4.35 0.00 0.00 0.00 0.0% <br />1 G 29.10 3.75 0.00 0.00 0.00 0.0% <br />BS 30.30 3.55 0.00 0.00 0.00 0.0% <br />TS 30.30 2.75 0.00 0.00 0.00 0.0% <br />TOTALS -------------------- 21.52 0.45 4.19 2.42 100.0% <br /> (Max.) <br /> Manning's n = 0.0847 <br /> Hydraulic Radius= 0.194785884 <br />
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