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ISFAPPC01074
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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 />1 <br /> <br />F"'\ <br />~ ;~ <br /> <br />'- <br /> <br />STREAM NAME: """'"""C=> <br />XS LDCATION: 1.5 miles downstteam from EscaLmIc Forks <br />XS NUMBER: I PROOF SHEET <br />WATERLINE COMPARISON TABLE INPUT DATA # DATA POINTS= 38 <br />\:.TER MEA.S COMP AlUlA r^TURE VERT WATER TAPETO I <br />AlUlA AlUlA ERROR DIST DllPTH DllPTH VEL A Q <br /> WATER <br />5.81 8.79 20,3 130.90% 5 L2 3.2 0 0 0 0 0 <br />5.83 8.79 19.64 123.40% G L7 3.5 0 0 0 0 0 <br />5.85 8.79 18.99 116.00% 2 5.45 0 0 0 0 0 <br />5.87 8.79 18.34 108.60% W 4.2 6,17 0 0 0 0 0 <br />5.89 8.79 17.69 101.30% 5 6,23 0.1 0 0.09 0 6.15 <br />5.91 8.79 17.05 94.{10% 6 6.5 0.3 0.36 0.3 0.11 6.2 <br />5,93 8.79 16.42 86.80% 7 6.65 0.45 0.89 0.45 0.4 6.2 <br />5,95 8.79 15.81 79.90% 8 6.65 0.5 0.53 0.5 0,27 6,15 <br />5.97 8.79 15.21 73.00% , 6.55 0.4 0.16 0.4 0,06 6.15 <br />5.99 8.79 14.61 66.20% '0 6.35 OJ 0.1 0,' 0.01 6.25 <br />6.01 8,79 14.02 59.50% 11 6.4 0.15 0.87 0.15 0.13 6.23 <br />6.02 8.79 13.73 56,20% 12 6.85 0,6 0.16 0.6 OJ 6.25 <br />6.03 8.79 13.44 5290% 13 6.6 0.5 0.23 0.5 0.12 6J <br />6.04 8.79 13.15 49.60% '4 6.8 0.55 0.14 0.55 0.08 6.23 <br />6.05 8.79 12.86 46.30% 15 6.45 0.23 1.51 0.23 0.38 6.2 <br />6.06 8.79 12.58 43.10% }6 6.45 0.2 0 0.2 0 6.25 <br />6.07 8.79 12.29 39.80% 17 6.35 0.15 0 0.15 0 6.2 <br />6.08 8.79 12.01 36.60% }8 6,23 0.5 0 0,5 0 5.75 <br />6.09 8.79 11.73 33,40% 19 6.65 0.55 1.46 0.55 0.8 6J <br />6,' 8,79 11.45 30.30% 20 6.75 0.5 1.61 0.5 0.81 6.23 <br />6.11 8,79 11.17 27.10% 21 6,2 0.05 0 0.05 0 6.15 <br />6.13 8,79 10.62 20.80% 22 6.5 0.6 1.57 0.6 0.94 5,' <br />6.15 8.79 10.08 14.60% 23 6.65 0.45 0.39 0.45 0.18 6.2 <br />6.17 8.79 9.54 8.50% 24 6.75 0.5 1,84 0.5 0.92 6.25 <br />6.19 8.79 , 2,40% 23 6.6 0.3 0.5 0.3 0.15 6,3 <br />6.21 8.79 8.48 -3.50% 26 7.05 0.65 1.03 0,65 0.67 6,4 <br />6.23 8.79 7.96 -9.40% 27 6.75 0.45 0 i:l.45 0 6,3 <br />6.23 8.79 7.46 ' -15.10% R 28 5.95 0 0 0 0 0 <br />6,27 8.79 6.97 -20.70% R 29 5,' 0 0 0 0 0 <br />6.29 8.79 6.49 -26.10% R 30 6.1 0 0 0 0 0 <br />631 8.79 6.03 -31.40% 31 6.5 0 0 0 0 0 <br /> 32 6.35 0 0 0 0 0 <br /> WATERLINE AT ZERO W 33 6.24 0 0 0 0 0 <br /> AREA ERROR:: 6.198 37.6 5.6 0 0 0 0 0 <br /> 40.1 4.1 0 0 0 0 0 <br /> 46.2 4.4 0 0 0 0 0 <br /> G 48.2 3.5 0 0 0 0 0 <br /> 5 57.8 2.95 0 0 0 0 0 <br /> TOTALS 8.79 6.11 <br /> <br />- <br /> <br />{ <br />
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