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ISFAPPC01394
CWCB
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Instream Flow Appropriations
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2001-3000
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ISFAPPC01394
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Last modified
3/28/2017 12:49:38 PM
Creation date
10/5/2006 10:39:18 PM
Metadata
Fields
Template:
Instream Flow Appropriations
Case Number
04CW0161
Stream Name
Potter Creek
Water Division
4
Water District
40
County
Delta
Instream Flow App - Doc Type
Supplemental Data
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<br />STREAM NAME: Potter Creek <br />XS WCATION: 0.5 miles us ofRoubideau confluence PROOF SHEET <br />XS NUMBER: I <br />WATER LINE COMPARISON TABLE INPUT DATA # DATA POINTS= 29 <br />11~1ER MEAS COMP AREA EroRE VERT WAlER TAPE TO <br />AREA AREA ERROR DIST DEPTH DEPTH VEL A Q WAlER <br />8.94 2.39 5.68 137.90% S 0 6.2 0 0 0 0 0 <br />8.96 2.39 5.36 124.70% G !.5 7.86 0 0 0 0 0 <br />8.98 2.39 5.06 111.90% 3.7 8.94 0 0 0 0 0 <br />9 2.39 4.76 99.50% W 7 9.18 0 0 0 0 0 <br />9.02 2.39 4.48 87.50% 7.5 9.3 0.1 0 0,05 0 9.2 <br />9.04 2.39 4.2 75.90% 8 9.65 0.45 1.28 0.2 0.26 9.2 <br />9.06 2.39 3.93 64.70% 8.4 9.6 0.4 0.29 0,16 0.05 9.2 <br />9.08 2.39 3.68 54.00% 8.8 9.55 0.35 0.33 0,14 0.05 9.2 <br />9.1 2.39 3.43 43.60% 9.2 9.65 0.45 1.43 0.18 0.26 9.2 <br />9.12 2.39 3.19 33.70% 9.6 9.6 0.4 0.63 0.16 0.1 9.2 <br />9.14 2.39 2.97 24.20% 10 9.6 0.4 0.83 0.16 0.13 9.2 <br />9.15 2.39 2.86 19.70% 10.4 9.65 0.45 1.17 0.18 0.21 9.2 <br />9.16 2.39 2.75 15.30% 10.8 9.7 0.5 2 0.2 0.4 9.2 <br />9.17 2.39 2.65 11.00% 11.2 9.55 0.35 1.26 0.14 0.18 9.2 <br />9.18 239 2.55 6.80% 11.6 9.6 0.4 0.22 0.16 0.04 9.2 <br />9.19 2.39 245 2.80% 12 9.6 0.4 0 0.18 0 9.2 <br />9.2 2.39 2.36 -1.20% R 12.5 9.25 0.05 0 0.03 0 9.2 <br />9.21 2.39 2.27 -5.10% R 13 9.25 0.05 0 0.Q3 0 9.2 <br />9.22 2.39 2.17 -8.90% 13.5 9.45 0.25 0.72 0.13 0.09 9.2 <br />9.23 2.39 2.08 -12.70% J4 9.35 0.15 1.11 0.08 0.08 9.2 <br />9.24 2.39 2 -16.40% 14.5 9.4 0.2 1.08 0.1 0.11 9.2 <br />9.26 2.39 1.83 -23.20% 15 9.3 0.1 0.16 0.05 0.D1 9.2 <br />9.28 2.39 1.68 -29.50% R 15.5 9.1 0 0 0 0 0 <br />9.3 2.39 154 -35.40% 16 9.3 0.1 1.01 0.08 0.08 9.2 <br />9.32 2.39 1.41 -41.00% W 17 9.2 0 0 0 0 0 <br />9.34 2.39 1.28 .46.40% 19.7 8.94 0 0 0 0 0 <br />9.36 2.39 1.15 -51.70% G 20 7.92 0 0 0 0 0 <br />9.38 239 1.04 -56.50% 21 7.22 0 0 0 0 0 <br />9.4 2.39 0.93 -60.90% S 22.4 5.86 0 0 0 0 0 <br />9.42 2.39 0.83 -65.10% TOTALS 2.39 2.03 <br />9.44 2.39 0.74 -69.00% <br /> WATERLINE AT ZERO <br /> AREA ERROR = 9.197 <br />
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