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<br />e- <br /> <br />'1 <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 />INPUT DATA <br /> <br /># DATA POINTS= <br /> <br />25 <br /> <br /> ================================================== <br /> FEATURE VERT WATER <br /> DIST DEPTH DEPTH VEL <br /> ================================================== <br /> S 0.00 1. 05 0.00 0.00 <br /> 1 G 1. 00 1. 50 0.00 0.00 <br /> 3.00 2.25 0.00 0.00 <br /> 5.00 3.10 0.00 0.00 <br /> 6.00 3.35 0.00 0.00 <br /> snd br 8.00 3.25 0.00 0.00 <br /> 9.00 3.20 0.00 0.00 <br /> W 9.60 3.35 0.00 0.00 <br /> 10.00 3.40 0.05 0.20 <br /> 10.30 3.40 0.05 0.90 <br /> 10.60 3.40 0.05 1.15 <br /> 10.90 3.45 0.10 0.85 <br /> 11. 20 3.40 0.05 1.12 <br /> 11.50 3.40 0.10 0.85 <br /> 11. 80 3.45 0.15 1. 70 <br /> 12.10 3.50 0.20 2.09 <br /> R 12.40 3.55 0.25 1.27 <br /> 12.70 3.45 0.15 1. 38 <br />II 13.00 3.40 0.10 0.55 <br />. R 13.30 3.60 0.25 0.31 <br /> 13.60 3.55 0.20 0.60 <br /> W 13.80 3.40 0.00 0.00 <br /> 15.40 2.40 0.00 0.00 <br />,I 1 G 16.00 1. 50 0.00 0.00 <br />:1 S 16.80 1. 05 0.00 0.00 <br />I <br /> TOTALS ---------------------- <br /> <br />. <br /> <br />e <br /> <br />VALUES COMPUTED FROM RAW FIELD DATA <br /> <br />WETTED <br />PERIM. <br /> <br />-------------------------------------------------- <br />-------------------------------------------------- <br /> <br />% Q <br />CELL <br /> <br />WATER <br /> <br />DEPTH <br /> <br />AREA <br />(Am) <br /> <br />Q <br />(Qm) <br /> <br />-------------------------------------------------- <br />-------------------------------------------------- <br /> <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.40 <br />0.30 <br />0.30 <br />0.30 <br />0.30 <br />0.30 <br />0.30 <br />0.30 <br />0.30 <br /> <br />0.32 <br /> <br />0.30 <br /> <br />0.36 <br /> <br />0.30 <br /> <br />0.25 <br /> <br />0.00 <br /> <br />0.00 <br /> <br />0.00 <br /> <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.05 <br />0.05 <br />0.05 <br />0.10 <br />0.05 <br />0.10 <br />0.15 <br />0.20 <br />0.25 <br />0.15 <br />0.10 <br />0.25 <br />0.20 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br /> <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.02 <br />0.02 <br />0.01 <br />0.03 <br />0.02 <br />0.03 <br />0..05 <br />0.06 <br />0.07 <br />0.05 <br />0.03 <br />0.08 <br />0.05 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br /> <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.01 <br />0.02 <br />0.03 <br />0.02 <br />0.03 <br />0.08 <br />0.13 <br />0.10 <br />0.06 <br />0.02 <br />0.02 <br />0.03 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br /> <br />0.0% <br />0.0% <br />0.0% <br />0.0% <br />0.0% <br />0.0% <br />0.0% <br />0.0% <br />0.7% <br />2.5% <br />3.2% <br />4.8% <br />3.2% <br />4.8% <br />14 .4% <br />23.6% <br />17.9% <br />11.7% <br />3.1% <br /> <br />4.4% <br /> <br />5.6% <br /> <br />0.0% <br /> <br />0.0% <br /> <br />0.0% <br /> <br />0.0% <br /> <br />4.36 <br /> <br />-------------------------------------------------- <br />-------------------------------------------------- <br /> <br />100.0% <br /> <br />0.25 <br />(Max. ) <br /> <br />Manning's n <br /> <br />0.50 <br /> <br />0.53 <br /> <br />0.1144 <br />