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Fairview Avenue Bridge Replacement <br />2/28/2019 <br />River Sta <br />Plan <br />Q Total <br />(cfs) <br />Min Ch El <br />(ft) <br />W.S. Elev <br />(ft) <br />Crit W.S. <br />(ft) <br />E.G. Elev E.G. Slope <br />(ft) (ft/ft) <br />Vel <br />(ft/s) <br />Froude # <br />W.S. Elev <br />Difference <br />521+21 <br />17th Street Bridge <br />520+63 <br />Existing <br />46000 <br />77.01 <br />88.17 <br />89.26 <br />94.68 <br />0.00193 <br />20.47 <br />1.17 <br />520+63 <br />Proposed <br />46000 <br />77.01 <br />88.17 <br />89.26 <br />94.68 <br />0.001931 <br />20.47 <br />1.17 <br />0.00 <br />520+18 <br />Existing <br />46000 <br />76.92 <br />88.05 <br />89.17 <br />94.59 <br />0.001964 <br />20.52 <br />1.18 <br />520+18 <br />Proposed <br />46000 <br />76.92 <br />88.05 <br />89.17 <br />94.59 <br />0.001964 <br />20.52 <br />1.18 <br />0.00 <br />519+73 <br />Existing <br />46000 <br />76.83 <br />87.96 <br />89.11 <br />94.49 <br />0.001976 <br />20.5 <br />1.19 <br />519+73 <br />Proposed <br />46000 <br />76.83 <br />87.96 <br />89.11 <br />94.49 <br />0.001976 <br />20.5 <br />1.19 <br />0.00 <br />519+27 <br />Existing <br />46000 <br />76.74 <br />87.81 <br />89.03 <br />94.4 <br />0.00188 <br />20.59 <br />1.17 <br />519+27 <br />Proposed <br />46000 <br />76.74 <br />87.81 <br />89.03 <br />94.4 <br />0.00188 <br />20.59 <br />1.17 <br />0.00 <br />518+82 <br />Existing <br />46000 <br />76.65 <br />87.62 <br />88.95 <br />94.31 <br />0.001893 <br />20.74 <br />1.17 <br />518+82 <br />Proposed <br />46000 <br />76.65 <br />87.62 <br />88.95 <br />94.31 <br />0.001893 <br />20.74 <br />1.17 <br />0.00 <br />518+36 <br />Existing <br />46000 <br />76.57 <br />87.42 <br />88.87 <br />94.22 <br />0.001917 <br />20.91 <br />1.18 <br />518+36 <br />Proposed <br />46000 <br />76.57 <br />87.42 <br />88.87 <br />94.22 <br />0.001917 <br />20.91 <br />1.18 <br />0.00 <br />517+91 <br />Existing <br />46000 <br />76.48 <br />90.18 <br />88.63 <br />94.09 <br />0.000927 <br />15.85 <br />0.84 <br />517+91 <br />Proposed <br />46000 <br />76.48 <br />87.21 <br />88.63 <br />94.12 <br />0.001983 <br />21.08 <br />1.2 <br />-2.97 <br />517+46 <br />Existing <br />46000 <br />76.39 <br />90.25 <br />94.03 <br />0.000883 <br />15.6 <br />0.82 <br />517+46 <br />Proposed <br />46000 <br />76.39 <br />87.02 <br />88.39 <br />94.02 <br />0.002038 <br />21.22 <br />1.21 <br />-3.23 <br />517+00 <br />Existing <br />46000 <br />76.3 <br />90.32 <br />93.98 <br />0.000842 <br />15.36 <br />0.8 <br />517+00 <br />Proposed <br />46000 <br />76.3 <br />86.84 <br />88.27 <br />93.91 <br />0.002084 <br />21.33 <br />1.23 <br />-3.48 <br />516+50 <br />Existing <br />46000 <br />76.17 <br />90.29 <br />93.93 <br />0.000818 <br />15.32 <br />0.79 <br />516+50 <br />Proposed <br />46000 <br />76.17 <br />86.74 <br />88.14 <br />93.82 <br />0.002073 <br />21.34 <br />1.22 <br />-3.55 <br />516+00 <br />Existing <br />46000 <br />76.04 <br />90.29 <br />93.89 <br />0.000782 <br />15.23 <br />0.78 <br />516+00 <br />Proposed <br />46000 <br />76.04 <br />86.64 <br />88.03 <br />93.72 <br />0.002063 <br />21.35 <br />1.22 <br />-3.65 <br />515+50 <br />Existing <br />46000 <br />75.91 <br />90.3 <br />93.85 <br />0.000749 <br />15.12 <br />0.76 <br />515+50 <br />Proposed <br />46000 <br />75.91 <br />89.58 <br />87.91 <br />93.59 <br />0.000883 <br />16.06 <br />0.83 <br />-0.72 <br />515+00 <br />Existing <br />46000 <br />75.78 <br />90.31 <br />93.81 <br />0.00072 <br />15.01 <br />0.75 <br />515+00 <br />Proposed <br />46000 <br />75.78 <br />89.61 <br />93.53 <br />0.000848 <br />15.9 <br />0.81 <br />-0.70 <br />514+50 <br />Existing <br />46000 <br />75.65 <br />90.32 <br />93.77 <br />0.000694 <br />14.89 <br />0.74 <br />514+50 <br />Proposed <br />46000 <br />75.65 <br />89.64 <br />93.49 <br />0.000816 <br />15.74 <br />0.8 <br />-0.68 <br />514+00 <br />Existing <br />46000 <br />75.52 <br />90.35 <br />93.73 <br />0.000669 <br />14.76 <br />0.73 <br />514+00 <br />Proposed <br />46000 <br />75.52 <br />89.67 <br />93.44 <br />0.000784 <br />15.58 <br />0.78 <br />-0.68 <br />513+50 <br />Existing <br />46000 <br />75.39 <br />90.37 <br />93.7 <br />0.000645 <br />14.62 <br />0.71 <br />513+50 <br />Proposed <br />46000 <br />75.39 <br />89.71 <br />93.4 <br />0.000753 <br />15.4 <br />0.77 <br />-0.66 <br />513+00 <br />Existing <br />46000 <br />75.26 <br />90.4 <br />93.66 <br />0.000622 <br />14.49 <br />0.7 <br />513+00 <br />Proposed <br />46000 <br />75.26 <br />89.75 <br />93.36 <br />0.000723 <br />15.24 <br />0.75 <br />-0.65 <br />512+50 <br />Existing <br />46000 <br />75.13 <br />90.42 <br />93.63 <br />0.000601 <br />14.36 <br />0.69 <br />512+50 <br />Proposed <br />46000 <br />75.13 <br />89.78 <br />93.32 <br />0.000696 <br />15.08 <br />0.74 <br />-0.64 <br />512+00 <br />Existing <br />46000 <br />75 <br />90.45 <br />93.59 <br />0.000581 <br />14.23 <br />0.68 <br />512+00 <br />Proposed <br />46000 <br />75 <br />89.82 <br />93.28 <br />0.00067 <br />14.92 <br />0.73 <br />-0.63 <br />511+52 <br />Existing <br />46000 <br />74.9 <br />90.49 <br />93.56 <br />0.000564 <br />14.05 <br />0.67 <br />511+52 <br />Proposed <br />46000 <br />74.9 <br />89.87 <br />93.24 <br />0.000647 <br />14.72 <br />0.72 <br />-0.62 <br />Table.xlsx 1 of 3 <br />