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ISFAPPC01496
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ISFAPPC01496
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Last modified
3/28/2017 2:25:31 PM
Creation date
8/2/2007 1:17:30 PM
Metadata
Fields
Template:
Instream Flow Appropriations
Case Number
02CW0276
Stream Name
Royer Gulch
Watershed
San Miguel River
Water Division
4
Water District
60
County
San Miguel
Instream Flow App - Doc Type
Supplemental Data
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<br />. <br /> <br />. <br /> <br />. <br /> <br />STREAM NAME: <br />XS LOCATION: <br />XS NUMBER: <br /> <br />Royer Creek <br />100 ft upstream of culvert on Woodrode site - Town of Telluride property <br />1 <br /> <br />STAGING TABLE <br /> <br />*GL* <br />*WL* <br /> <br />lowest Grassline elevation corrected for sag <br />Waterline corrected for variations in field measured water surface elevations and sag <br /> <br /> ===================================================================:================================================ <br /> DIST TO TOP AVG. MAX. WETTED PERCENT HYDR AVG. <br /> WATER WIDTH DEPTH DEPTH AREA PERIM. WET PER RADIUS FLOW VELOCITY <br /> (FT) (FT) (FT) (FT) (SQ FT) (FT) (%) (FT) (CFS) (FT/SEC) <br />II ====================================================================:=============================================== <br />ii <br />II 22.23 16.31 100.0% 1. 36 12'1.92 5.49 <br />,,*GL* 1. 51 15.00 1.48 2.12 <br /> 2.37 12.22 0.87 1. 26 10.57 12.91 79.1% 0.82 41. 32 3.91 <br /> 2.42 12.06 0.83 1. 21 9.97 12.72 78.0% 0.78 37.81 3.79 <br /> 2.47 11.87 0.79 1.16 9.37 '12.50 76.6% 0.75 34.50 3.68 <br /> 2.52 11.67 0.75 1.11 8.78 12.28 75.3% 0.72 31. 33 3.57 <br /> 2.57 11.48 0.71 1. 06 8.20 12.06 73.9% 0.68 28.31 3.45 <br /> 2.62 11.28 0.68 1. 01 7.63 11.84 72 .6% 0.64 25.42 3.33 <br /> 2.67 11. 09 0.64 0.96 7.07 11.62 71.2% 0.61 22.68 3.21 <br /> 2.72 10.89 0.60 0.91 6.52 11.40 69.9% 0.57 20.07 3.08 <br /> 2.77 10.70 0.56 0.86 5.98 11.18 68.5% 0.54 17.61 2.94 <br /> 2.82 10.50 0.52 0.81 5.45 10.96 67.2% 0.50 15.29 2.80 <br /> 2.87 10.31 0.48 0.76 4.93 10.74 65.8% 0.46 13.11 2.66 <br /> 2.92 10.11 0.44 0.71 4.42 10.52 64.5% 0.42 11.08 2.51 <br /> 2.97 9.92 0.40 0.66 3.92 10.30 63.1% 0.38 9.20 2.35 <br /> 3.02 9.72 0.35 0.61 3.43 10.08 61. 8% 0.34 7.47 2.18 <br /> 3.07 9.53 0.31 0.56 2.95 9.86 60.4% 0.30 5.89 2.00 <br /> :1 <br />. 3.12 9.33 0.27 0.51 2.48 9.64 59.1% 0.26 4.48 1. 81 <br />3.17 9.08 ~ 0.46 2.02 9.37 57.4% 0.22 3.24 1. 60 ..:-2.1-l <br />3.22 8.81 0.18 0.41 1. 57 9.07 55.6% 0.17 2.18~ 1. 39 <br /> 3.27 7.93 0.14 0.36 1.15 8.17 ~ 0.14 ":' 1.38 1. 20 <br /> 3.32 6.44 0.12 0.31 0.79 6.65 40.8% 0.12 0.85 ~ I ,)'L <br /> *,WL* 3.37 4.93 0.10 0.26 0.50 5.11 31. 3% 0.10 0.48 0.95 <br /> 3.42 4.00 0.07 0.21 0.29 4.16 25.5% 0.07 --;>> 0.21 0.75 <br /> 3.47 2.04 0.06 0.16 0.13 2.16 13 .3% 0.06 0.09 0.69 <br /> 3.52 1.15 0.05 0.11 0.06 1. 22 7.5% 0.05 0.03 0.58 <br /> 3.57 0.55 0.03 0.06 0.01 0.58 3.5% 0.03 0.01 0.38 <br /> 3.62 0.08 0.01 0.01 0.00 0.08 0.5% 0.01 0.00 0.13 <br /> <br />""2,15 (5/5 - t,/~0 <br /> <br />j,~ <br /> <br />/ <br />'-;>/ <br /> <br />V31) J <br />(/II$~ J <br /> <br />5/1'( J <br /> <br />" 1.(( '1(( <br /> <br />/2. 5 (II/IS <br />10 oL <br /> <br />b ,,-,e . <br /> <br />. <br />
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