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*All channel designs have an Outfall elevation of 8614 ft <br />Existing Conditions of the Channel <br />Link <br />Slope <br />I. E. (ft) <br />H (ft) <br />Top of Bank (ft) <br />B (ft) <br />L (ft) <br />1 <br />0.0195 <br />8615.46 <br />8 <br />8623.46 <br />8 <br />75 <br />2 <br />0.0037 <br />8616.19 <br />8 <br />8624.19 <br />8 <br />200 <br />3 <br />-0.0023 <br />8615.78 <br />8.5 <br />8624.28 <br />8.5 <br />175 <br />4 <br />-0.0022 <br />8615.39 <br />8.5 <br />8623.89 <br />8.5 <br />175 <br />5 <br />-0.0084 <br />8613.83 <br />10 <br />8623.83 <br />20 <br />186 <br />6 <br />0.0491 <br />8619.08 <br />8 <br />8627.08 <br />15 <br />107 <br />7 <br />-0.0046 <br />8618.12 <br />8 <br />8626.12 <br />15 <br />208 <br />8 <br />0.0101 <br />8619.53 <br />7 <br />8626.53 <br />17 <br />140 <br />9 <br />0.0077 <br />8620.33 <br />5 <br />8625.33 <br />15 <br />104 <br />10 <br />0.0029 <br />8622 <br />7 <br />8629 <br />15 <br />580 <br />11 <br />-0.0065 <br />8620.06 <br />10 <br />8630.06 <br />10 <br />300 <br />12 <br />-0.0037 <br />8620 <br />11 <br />8631 <br />8 <br />16 <br />13 <br />-0.0114 <br />8619.84 <br />11 <br />8630.84 <br />15 <br />14 <br />14 <br />-0.0455 <br />8618.52 <br />11 <br />8629.52 <br />50 <br />29 <br />15 <br />-0.0137 <br />8618.19 <br />11 <br />8629.19 <br />100 <br />24 <br />16 <br />-0.0106 <br />8617.84 <br />12 <br />8629.84 <br />80 <br />33 <br />17 <br />0.0056 <br />8618.04 <br />12 <br />8630.04 <br />50 <br />36 <br />18 <br />0.0146 <br />8619.31 <br />10 <br />8629.31 <br />30 <br />87 <br />19 <br />0.0160 <br />8620.14 <br />10 <br />8630.14 <br />8 <br />52 <br />20 <br />0.0003 <br />8620.18 <br />5.5 <br />8625.68 <br />13 <br />137 <br />21 <br />-0.0023 <br />8619.62 <br />10 <br />8629.62 <br />13 <br />245 <br />22 <br />-0.0003 <br />8619.5 <br />10 <br />8629.5 <br />15 <br />375 <br />23 <br />0.0344 <br />8622.56 <br />7 <br />8629.56 <br />30 <br />89 <br />20' Bottom Width, 0.20% and 0.28'/ Slope <br />Link <br />Slope <br />I. E. (ft) <br />H (ft) <br />Top of Bank (ft) <br />B (ft) <br />L (ft) <br />1 <br />0.0020 <br />8614.15 <br />10 <br />8624.15 <br />20 <br />75 <br />2 <br />0.0020 <br />8614.55 <br />10 <br />8624.55 <br />20 <br />200 <br />3 <br />0.0020 <br />8614.90 <br />10 <br />8624.90 <br />20 <br />175 <br />4 <br />0.0020 <br />8615.25 <br />10 <br />8625.25 <br />20 <br />175 <br />5 <br />0.0020 <br />8615.62 <br />10 <br />8625.62 <br />20 <br />186 <br />6 <br />0.0020 <br />8615.84 <br />10 <br />8625.84 <br />20 <br />107 <br />7 <br />0.0020 <br />8616.25 <br />10 <br />8626.25 <br />20 <br />208 <br />8 <br />0.0020 <br />8616.53 <br />12 <br />8628.53 <br />20 <br />140 <br />9 <br />0.0020 <br />8616.74 <br />12 <br />8628.74 <br />20 <br />104 <br />10 <br />0.0020 <br />8617.90 <br />12 <br />8629.90 <br />20 <br />580 <br />11 <br />0.0020 <br />8618.50 <br />12 <br />8630.50 <br />20 <br />300 <br />12 <br />0.0020 <br />8618.53 <br />14 <br />8632.53 <br />20 <br />16 <br />13 <br />0.0020 <br />8618.56 <br />14 <br />8632.56 <br />20 <br />14 <br />14 <br />0.0028 <br />8618.64 <br />14 <br />8632.64 <br />50 <br />29 <br />15 <br />0.0028 <br />8618.71 <br />14 <br />8632.71 <br />100 <br />24 <br />16 <br />0.0028 <br />8618.80 <br />14 <br />8632.80 <br />80 <br />33 <br />17 <br />0.0028 <br />8618.90 <br />14 <br />8632.90 <br />50 <br />36 <br />18 <br />0.0028 <br />8619.15 <br />14 <br />8633.15 <br />30 <br />87 <br />19 <br />0.0028 <br />8619.29 <br />12 <br />8631.29 <br />20 <br />52 <br />20 <br />0.0028 <br />8619.67 <br />12 <br />8631.67 <br />20 <br />137 <br />21 <br />0.0028 <br />8620.36 <br />12 <br />8632.36 <br />20 <br />245 <br />22 <br />0.0028 <br />8621.41 <br />12 <br />8633.41 <br />20 <br />375 <br />23 <br />0.0028 <br />8621.66 <br />12 <br />8633.66 <br />30 <br />89 <br />15' Bottom Width and <br />Constant 0.25% Slope <br />Link <br />Slope <br />I. E. (ft) <br />H (ft) <br />Top of Bank (ft) <br />B (ft) <br />L (ft) <br />1 <br />0.0025 <br />8614.19 <br />10 <br />8624.19 <br />15 <br />75 <br />2 <br />0.0025 <br />8614.69 <br />10 <br />8624.69 <br />15 <br />200 <br />3 <br />0.0025 <br />8615.13 <br />10 <br />8625.13 <br />15 <br />175 <br />4 <br />0.0025 <br />8615.56 <br />10 <br />8625.56 <br />15 <br />175 <br />5 <br />0.0025 <br />8616.03 <br />10 <br />8626.03 <br />15 <br />186 <br />6 <br />0.0025 <br />8616.30 <br />10 <br />8626.30 <br />15 <br />107 <br />7 <br />0.0025 <br />8616.82 <br />10 <br />8626.82 <br />15 <br />208 <br />8 <br />0.0025 <br />8617.17 <br />12 <br />8629.17 <br />17 <br />140 <br />9 <br />0.0025 <br />8617.43 <br />12 <br />8629.43 <br />15 <br />104 <br />10 <br />0.0025 <br />8618.88 <br />12 <br />8630.88 <br />15 <br />S80 <br />11 <br />0.0025 <br />8619.63 <br />12 <br />8631.63 <br />15 <br />300 <br />12 <br />0.0025 <br />8619.67 <br />14 <br />8633.67 <br />15 <br />16 <br />13 <br />0.0025 <br />8619.70 <br />14 <br />8633.70 <br />15 <br />14 <br />14 <br />0.0025 <br />8619.77 <br />14 <br />8633.77 <br />50 <br />29 <br />15 <br />0.0025 <br />8619.83 <br />14 <br />8633.83 <br />100 <br />24 <br />16 <br />0.0025 <br />8619.92 <br />14 <br />8633.92 <br />80 <br />33 <br />17 <br />0.0025 <br />8620.01 <br />14 <br />8634.01 <br />50 <br />36 <br />18 <br />0.0025 <br />8620.22 <br />14 <br />8634.22 <br />30 <br />87 <br />19 <br />0.0025 <br />8620.35 <br />12 <br />8632.35 <br />15 <br />52 <br />20 <br />0.0025 <br />8620.70 <br />12 <br />8632.70 <br />15 <br />137 <br />21 <br />0.0025 <br />8621.31 <br />12 <br />8633.31 <br />15 <br />245 <br />22 <br />0.0025 <br />8622.25 <br />12 <br />8634.25 <br />15 <br />375 <br />23 <br />0.0025 <br />8622.47 <br />12 <br />8634.47 <br />30 <br />89 <br />