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<br />STREAM NAME: <br />XS LOCATION: <br />XS NUMBER: <br /> <br />STAGING TABLE <br /> <br />DIST TO <br />WATER <br />(FT) <br /> <br />"GL" <br /> <br />1.50 <br />1.50 <br />1_55 <br />1.60 <br />1.65 <br />1.70 <br />1.75 <br />1.80 <br />1.85 <br />1.90 <br />1.95 <br />2.00 <br />2.05 <br />2.10 <br />2.15 <br />2.20 <br />2.25 <br />2.30 <br />2.35 <br />2.40 <br />2.45 <br />2.50 <br />2.55 <br />2.60 <br />2.65 <br />2.70 <br />2.75 <br />2.80 <br />2.85 <br />2.90 <br />2.95 <br />3.00 <br />3.05 <br />3.10 <br />3.15 <br />3.20 <br />3.25 <br />3.30 <br />3.35 <br />3.40 <br />3.45 <br />3.50 <br />3.55 <br />3.60 <br />365 <br />3.70 <br />3.75 <br />3.80 <br />3.85 <br /> <br />OWL" <br /> <br />TOP <br />WIDTH <br />(FT) <br /> <br />San Miguel River <br />dls of 2nd set of falls <br />3 <br /> <br />Jarrett Variable Manning's n Correction Applied <br /> <br />"'GL" = lowest Grassllne elevation corrected for sag <br />"'WL'" = Waterline corrected for variations in field measured water surface elevations and sag <br /> <br />34.00 <br />33.96 <br />33.21 <br />32.40 <br />30.65 <br />28.91 <br />27.33 <br />25.82 <br />25.49 <br />25.16 <br />24.83 <br />24.49 <br />23.91 <br />23.34 <br />22.93 <br />22.53 <br />22.21 <br />21.84 <br />20.85 <br />19.90 <br />19.61 <br />18.32 <br />18.08 <br />17.84 <br />17.61 <br />17.37 <br />17.13 <br />16.88 <br />16.45 <br />16.01 <br />15.49 <br />14.97 <br />14.45 <br />13.94 <br />13.42 <br />10_91 <br />10.59 <br />10.27 <br />10.03 <br />9.80 <br />9.56 <br />9.30 <br />8.63 <br />7.94 <br />6.94 <br />5.93 <br />4.68 <br />3.43 <br />2.18 <br /> <br />AVG. <br />DEPTH <br />(FT) <br /> <br />1.23 <br />1.23 <br />1.20 <br />1.18 <br />1.20 <br />1.22 <br />1.24 <br />1.26 <br />1.22 <br />1.19 <br />1.16 <br />1.12 <br />1.10 <br />1.07 <br />1.04 <br />1.01 <br />0.98 <br />0.94 <br />0.93 <br />0.93 <br />0.89 <br />0.90 <br />0.86 <br />0.82 <br />0.79 <br />0.75 <br />0.71 <br />0.67 <br />0.63 <br />0.60 <br />0.57 <br />0.54 <br />0.51 <br />0.47 <br />0.44 <br />0.48 <br />0.45 <br />0.41 <br />rom <br /> <br />l2>>J <br />0.28 <br />0.24 <br />0.21 <br />0.17 <br />0.14 <br />0.12 <br />0.09 <br />0.06 <br />0.03 <br /> <br />MAX. <br />DEPTH <br />(FT) <br /> <br />2.40 <br />2.40 <br />2.35 <br />2.30 <br />2.25 <br />2.20 <br />2.15 <br />2.10 <br />2.05 <br />2.00 <br />1.95 <br />1.90 <br />1.85 <br />1.80 <br />1.75 <br />1.70 <br />1.65 <br />1.60 <br />1.55 <br />1.50 <br />1.45 <br />1.40 <br />1.35 <br />1.30 <br />1.25 <br />1.20 <br />1.15 <br />1.10 <br />1.05 <br />1.00 <br />0.95 <br />0.90 <br />0.85 <br />0.80 <br />0.75 <br />0.70 <br />0.65 <br />0.60 <br />0.55 <br />0.50 <br />0.45 <br />0.40 <br />0.35 <br />0.30 <br />0.25 <br />0.20 <br />0.15 <br />0.10 <br />0.05 <br /> <br />AREA <br />(SQFT) <br /> <br />41.71 <br />41.62 <br />39.94 <br />38.29 <br />36.72 <br />35.23 <br />33.82 <br />32.50 <br />31.21 <br />29.95 <br />28.70 <br />27.46 <br />26.25 <br />25.07 <br />23.92 <br />22.78 <br />21.66 <br />20.56 <br />19.49 <br />18.47 <br />17.49 <br />16.52 <br />15.61 <br />14.71 <br />13.82 <br />12.95 <br />12.08 <br />11.23 <br />10.40 <br />9.59 <br />8.80 <br />8.04 <br />7.30 <br />6.60 <br />5.91 <br />5.26 <br />4.72 <br />4.20 <br />3.69 <br />3.20 <br />2.71 <br />2.24 <br />1.79 <br />1.38 <br />1.01 <br />0.68 <br />0.42 <br />0.22 <br />0.08 <br /> <br />WETTED <br />PERIM. <br />(FT) <br /> <br />35.27 <br />35.23 <br />34.47 <br />33.65 <br />31.89 <br />30.14 <br />28.54 <br />27.01 <br />26.66 <br />26.31 <br />25.96 <br />25.59 <br />25.00 <br />24.41 <br />23.96 <br />23.51 <br />23.17 <br />22.79 <br />21.77 <br />20.80 <br />20.49 <br />19.18 <br />18.92 <br />18.66 <br />18.40 <br />18.14 <br />17.88 <br />17.60 <br />17.12 <br />16.63 <br />16.07 <br />15.50 <br />14.94 <br />14.38 <br />13.81 <br />11.26 <br />10.92 <br />10.58 <br />10.32 <br />10.06 <br />9.80 <br />9.51 <br />8.84 <br />8.14 <br />7.12 <br />6.08 <br />4.79 <br />3.50 <br />2.22 <br /> <br />PERCENT <br />WET PERIM <br />(%) <br /> <br />100.0% <br />99.9% <br />97.7% <br />95.4% <br />90.4% <br />85.5% <br />80.9% <br />76.6% <br />75.6% <br />74.6% <br />73.6% <br />72.6% <br />70.9% <br />69.2% <br />67.9% <br />66.7% <br />65.7% <br />64.6% <br />61.7% <br />59.0%. <br />58.1% <br />54.4% <br />53.6% <br />52.9% <br />52.2% <br /> <br />~ <br />49.9% <br />8.500 <br />47.2% <br />45.6% <br />44.0% <br />42.4% <br />40.6% <br />39.2% <br />31.9% <br />31.0% <br />30.0% <br />29.3% <br />28.5% <br />27.6% <br />27.0% <br />25.1% <br />23.1% <br />20.2% <br />17.2% <br />13.6% <br />9.9% <br />6.3% <br /> <br />HYDR <br />RADIUS <br />(FT) <br /> <br />1.18 <br />1.18 <br />1.16 <br />1.14 <br />1.15 <br />1.17 <br />1.19- <br />1.20 <br />1.17 <br />1.14 <br />1.11 <br />1.07 <br />1.05 <br />1.03 <br />1.00 <br />0.97 <br />0.93 <br />0.90 <br />0.90 <br />0.89 <br />0.85 <br />0.86 <br />0.82 <br />0.79 <br />0.75 <br />0.71 <br />0.68 <br />0.64 <br />0.61 <br />0.58 <br />0.55 <br />0.52 <br />0.49 <br />0.46 <br />0.43 <br />0.47 <br />0.43 <br />0.40 <br />0.36 <br />0.32 <br />0.28 <br />0.24 <br />0.20 <br />0.17 <br />0.14 <br />0.11 <br />0.09 <br />0.06 <br />0.03 <br /> <br />FLOW <br />(CFS) <br /> <br />AVG. <br />VELOCITY <br />(FT/SEC) <br /> <br />54.94 1.32 <br />54.77 1.32 <br />51.72 1.30 <br />48.86 1.28 <br />47.31 1.29 <br />45.96 1.30 <br />44.63 1.32 <br />43.42 1.34 <br />40.78 1.31 <br />38.22 1.28 <br />35.75 1.25 <br />33.38 1.22 <br />31.35 1.19 <br />29.40 1.17 <br />27.39 1.15 <br /><1 25.45~ 1.12 <br />23.49 1.08 <br />21.65 1.05 <br />20.40 1.05 <br />19.21 1.04 <br />17.59 1.01 <br />16.73/ _ fT.OTl <br />15.26~ <br />13.85 0.94 <br />12.51 0.91 <br />11.24 0.87 <br />~ 10.03 0.83 <br />8.89 0.79 <br />7.90 0.76 <br />6.98 0.73 <br />6.14 0.70 <br />5.36 0.67 <br />4.64 0.63 <br />3.97 0.60 <br />3.36 0.57 <br />3_21 0.61 <br />2.71 0.57 <br />2.24 0.53 <br />1.81 0.49 <br />1.42 0.44 <br />1.08 0.40 <br />0.78 0.35 <br />0.55 0.31 <br />0.36 0.26 <br />0.23 0.23 <br />0.13 0.19 <br />0.06 0.15 <br />0.02 0.11 <br />0.01 0.07 <br />