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Dry Creek Apendices
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Dry Creek Apendices
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Last modified
3/28/2017 10:43:23 AM
Creation date
10/5/2006 10:49:21 PM
Metadata
Fields
Template:
Instream Flow Appropriations
Case Number
05CW0150
Stream Name
Dry Creek
Water Division
4
Water District
41
County
Montrose
Instream Flow App - Doc Type
Supplemental Data
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<br />STREAM NAME: <br />XS LOCATION: <br />XS NUMBER <br /> <br />STAGING TABLE <br /> <br />OIST TO <br />WATER <br />(FT) <br /> <br />'"GL'" <br /> <br />5.35 <br />5.57 <br />5.62 <br />5.67 <br />5.72 <br />5.77 <br />5.82 <br />5.87 <br />5.92 <br />5.97 <br />6.02 <br />6.07 <br />6.12 <br />6.17 <br />6.22 <br />6.27 <br />6.32 <br />6.37 <br />6.42 <br />6.47 <br />6.52 <br />6.57 <br />6.62 <br />6.67 <br />6.72 <br />6.77 <br />6.82 <br />6.87 <br />6.92 <br />6.97 <br />7.02 <br />7.07 <br />7.12 <br /> <br />'"WL'" <br /> <br />, <br /> <br />TOP <br />WIDTH <br />(FT) <br /> <br />I. <br /> <br />0.77 <br /> <br />~. <br /> <br />? <br />~. <br /> <br />OryCk <br />700' ds from Tabeguache Trail crossing <br />1 <br /> <br />'"GL" = lowest Grassline elevation corrected for sag <br />'"WL'" = Waterline corrected for variations in field measured water surface elevations and sag <br /> <br />27.45 <br />25.51 <br />25.07 <br />24.64 <br />24.20 <br />23.77 <br />23.24 <br />22.62 <br />22.00 <br />21.37 <br />20.75 <br />20.10 <br />19.54 <br />19.07 <br />18.61 <br />18.14 <br />17.67 <br />17.20 <br />16.74 <br />16.18 <br />15.54 <br />14.90 <br />14.32 <br />13.73 <br />13.13 <br />12.52 <br />11.87 <br />10.44 <br />8.91 <br />7.18 <br />3.89 <br />1.94 <br />0.14 <br /> <br />AVG. <br />DEPTH <br />(FT) <br /> <br />1.15 <br />1.00 <br />0.97 <br />0.94 <br />0.90 <br />0.87 <br />0.84' <br />0.81 <br />0.78 <br />0.76 <br />0.73 <br />0.70 <br />0.67 <br />0.64 <br />0.60 <br />0.57 <br />0.53 <br />0.49 <br />0.46 <br />0.42 <br />0.39 <br />0.35 <br />0.32 <br />0.28 <br />EL <br />0.20 <br />0.16 <br />0.13 <br />0.10 <br />0.06 <br />0.04 <br />0.02 <br />0.00 <br /> <br />(}, V "2... <br /> <br />,.leI'#' <br /> <br />MAX. <br />DEPTH <br />(FT) <br /> <br />0.0'7 <br /> <br />1.78 <br />1.56 <br />1.51 <br />1.46 <br />1.41 <br />1.36 <br />1.31 <br />1.26 <br />1.21 <br />1.16 <br />1.11 <br />1.06 <br />1.01 <br />0.96 <br />0.91 <br />0.86 <br />0.81 <br />0.76 <br />0.71 <br />0.66 <br />0.61 <br />0.56 <br />0.51 <br />0.46 <br />0.41 <br />0.36 <br />0.31 <br />0.26 <br />0.21 <br />0.16 <br />0.11 <br />0.06 <br />0.01 <br /> <br />C' Cr- <br />-,0 {eo <br /> <br />wP <br /> <br />AREA <br />(sa FT) <br /> <br />31.52 <br />25.59 <br />24.33 <br />23.08 <br />21.86 <br />20.66 <br />19.49 <br />18.34 <br />17.23 <br />16.14 <br />15.09 <br />14.07 <br />13.08 <br />12.11 <br />11.17 <br />10.25 <br />9.36 <br />8.48 <br />7.64 <br />6.81 <br />6.02 <br />5.26 <br />4.53 <br />3.83 <br />3.15 <br />2.51 <br />1.90 <br />1.34 <br />0.8S <br />0.44 <br />0.17 <br />0.04 <br />0.00 <br /> <br />WETTED <br />PERIM. <br />(FT) <br /> <br />28.24 <br />26.24 <br />25.79 <br />25.34 <br />24.89 <br />24.44 <br />23.91 <br />23.27 <br />22.63 <br />22.00 <br />21.36 <br />20.70 <br />20.13 <br />19.65 <br />19.17 <br />18.69 <br />18.21 <br />17.73 <br />17.25 <br />16.68 <br />16.00 <br />15.32 <br />14.70 <br />14.06 <br />13.42 <br />12.78 <br />12.09 <br />10.62 <br />9.04 <br />7.27 <br />3.94 <br />1.96 <br />0.14 <br /> <br />PERCENT <br />WET PERIM <br />(%) <br /> <br />100.0% <br />92.9% <br />91.3% <br />89.7% <br />88.1% <br />86.5% <br />84.6% <br />82.4% <br />80.1% <br />77.9% <br />75.6% <br />73.3% <br />71.3% <br />69.6% <br />67.9% <br />66.2% <br />64.5% <br />62.8% <br />61.1% <br />59.0% <br />56.6% <br />54.2% <br />52.0% <br />49.8% <br />475% <br />45.2% <br />42.8% <br />37.6% <br />32.0% <br />25.7% <br />13.9% <br />6.9% <br />0.5% <br /> <br />HYDR <br />RADIUS <br />(FT) <br /> <br />1.12 <br />0.98 <br />0.94 <br />0.91 <br />0.88 <br />0.85 <br />0.82 <br />0.79 <br />0.76 <br />0.73 <br />0.71 <br />0.68 <br />0.65 <br />0.62 <br />0.58 <br />0.55 <br />0.51 <br />0.48 <br />0.44 <br />0.41 <br />0.38 <br />0.34 <br />0.31 <br />0.27 <br />0.24 <br />0.20 <br />0.16 <br />0.13 <br />0.10 <br />0.06 <br />0.04 <br />0.02 <br />0.00 <br /> <br />C (;.fen~ /~-I-erp~f"".n~"l <br /> <br />0,D3 <br />O.o'i <br /> <br />>< :.- <br /> <br />0.2- <br /> <br />" <br />~ <br /> <br />l'f 2- <br />'( >.:2-'?-~ <br />,'-___=.J <br /> <br />-x. <br /> <br />-. <br /> <br />".'2.-- I. ~ I <br />-- .-.......-----. . <br />?< -- (/5?7 <F-s '\ <br /> <br />""---._---._-----~---.~.. <br /> <br />f+/-se c;.. ~Ve \Ie..!. <br /> <br />O. I z. <br /> <br />D./ 'f <br /> <br />y. <br /> <br />~ <br /> <br />y...:: <br /> <br />D.7(P <br />~----------------~ <br />(/, '6,j--:r;-' <br />\,-~----._.- / <br /> <br />Constant Manning's n <br /> <br />FLOW <br />(CFS) <br /> <br />119.09 <br />88.39 <br />82.17 <br />76.18 <br />70.42 <br />64.88 <br />59.72 <br />54.96 <br />50.42 <br />46.11 <br />42.02 <br />38.18 <br />34.44 <br />30.80 <br />27.36 <br />24.12 <br />21.07 <br />18.23 <br />15.57 <br />13.17 <br />11.01 <br />9.05 <br />7.25 <br />5.64 '/1./... <br />4.22 . <br />218 <br />1.95 <br />1.19 <br />0.63 <br />0.24 <br />0.07 <br />0.01 <br />0.00 <br /> <br />AVG. <br />VELOCITY <br />(FT/SEC) <br /> <br />3.78 <br />3.45 <br />3.38 <br />3.30 <br />3.22 <br />3.14 <br />3.06 <br />3.00 <br />2.93 <br />2.86 <br />2.79 <br />2.71 <br />2.63 <br />2.54 <br />2.45 <br />2.35 <br />2.25 <br />2.15 <br />2.04 <br />1.93 <br />1.83 <br />1.72 <br />1.60 <br />1.47 <br />1.34 <br />1.19 <br />~ <br />0.88 <br />-0.73 <br />0.54 <br />0.43 <br />0.25 <br />0.07 <br />
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