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VI. Inflow hydrograph is a step function approximation to the dimensionless <br />hydrogriph given in bureau of reclamation "Design of Small Dams." <br />tp - 5 min. Qp - 26.3 CFS <br />t/tp <br />Q/ p <br />t(Min) <br />Q(CFS) <br />t/tp (gip <br />t(Min) <br />Q(CFS) <br />0 <br />0 <br />0 <br />0 <br />1.8 0.42 <br />9.0 <br />11.05 <br />0.1 <br />.024 <br />0.5 <br />0.63 <br />1.9 0.36 <br />9.5 <br />9.47 <br />0.2 <br />.095 <br />1.0 <br />2.50 <br />2.0 0.31 <br />10.0 <br />8.15 <br />0.3 <br />.21 <br />1.5 <br />5.52 <br />2.1 0.27 <br />10.5 <br />7.10 <br />0.4 <br />.35 <br />2.0 <br />9.21 <br />2.2 0.24 <br />11.0 <br />6.31 <br />0.5 <br />.50 <br />2.5 <br />13.15 <br />2.3 0.20 <br />11.5 <br />5.26 <br />0.6 <br />.65 <br />3.0 <br />17.10 <br />2.4 0.18 <br />12.0 <br />4.73 <br />0.7 <br />.79 <br />3.5 <br />20.78 <br />2.5 0.15 <br />12.5 <br />3.95 <br />0.8 <br />.90 <br />4.0 <br />23.67 <br />2.6 0.13 <br />13.0 <br />3.42 <br />0.9 <br />.98 <br />4.5 <br />25.77 <br />2.7 0.12 <br />13.5 <br />3.17 <br />1.0 <br />1.00 <br />5.0 <br />26.30 <br />2.8 0.10 <br />14.0 <br />2.63 <br />1.1 <br />0.98 <br />5.5 <br />25.77 <br />2.9 0.09 <br />14.5 <br />2.37 <br />1.2 <br />0.90 <br />6.0 <br />23.67 <br />3.0 0.08 <br />15.0 <br />2.10 <br />1.3 <br />0.85 <br />6.5 <br />22.36 <br />3.1 0.07 <br />15.5 <br />1.84 <br />1.4 <br />0.74 <br />7.0 <br />19.46 <br />3.2 0.06 <br />16.0 <br />1.58 <br />1.5 <br />0.64 <br />7.5 <br />16.83 <br />3.3 0.05 <br />16.5 <br />1.32 <br />1.6 <br />0.55 <br />8.0 <br />14.47 <br />3.4 0.04 <br />17.0 <br />1.05 <br />1.7 <br />0.48 <br />8.5 <br />12.62 <br />3.5 0.04 <br />17.5 <br />1.05 <br />VII. <br />Routing <br />Table G sij <br />(Ij - Oj)(.5)(60 <br />sec/Min) <br />Time (Min.) <br />Inflow (CFS) <br />Storage (Ft3) <br />Outflow (CFS) <br />1 <br />0 <br />0 <br />0 <br />0 <br />Cn <br />2 <br />0.5 <br />0.63 <br />�, 0/0 <br />0 <br />3 <br />1.0 <br />2.50 <br />18.9/18.9 <br />.01 <br />4 <br />1.5 <br />5.52 <br />74.7/93.6 <br />.02 <br />5 <br />2.0 <br />9.21 <br />G 165/258.6 <br />.03 <br />6 <br />2.5 <br />13.15 <br />..75.4/534 <br />.04 <br />7 <br />3.0 <br />17.10 <br />393.3/927.3 <br />.05 <br />8 <br />3.5 <br />20.78 <br />511.5/1438.8 <br />0.10 <br />(0 <br />9 <br />4.0 <br />A. <br />620.4/2059.2 <br />0.14 <br />10 <br />4.5 <br />25.77 <br />t: 705.9/2765.1 <br />0.20 <br />11 <br />5.5 <br />2.30 <br />�.. 767.0/3532.2 <br />0.27 <br />12 <br />5.5 <br />25.77 <br />G 780.9/4313.1 <br />0.29 <br />13 <br />6.0 <br />23.67 <br />="-764.4/5077.5 <br />0.31 <br />14 <br />6.5 <br />22.36 <br />G 700.8/5778.3 <br />0.35 <br />15 <br />7.0 <br />19.46 <br />G 660.3/6438.6 <br />0.36 <br />16 <br />7.5 <br />16.83 <br />G 573/7011.6 <br />0.39 <br />4;z <br />17 <br />8.0 <br />14.47 <br />L 493.2/7504.8 <br />0.44 <br />18 <br />8.5 <br />12.62 <br />A 420.9/7925.7 <br />0.50 <br />19 <br />9.0 <br />11.05 <br />G 363.6/8289.3 <br />0.55 <br />20 <br />9.5 <br />9.47 <br />G 315.0/8604.3 <br />0.56 <br />21 <br />10.0 <br />8.15 <br />G 267.3/8871.6 <br />0.57 <br />22 <br />10.5 <br />7.10 <br />G 227.4/9099 <br />0.59 <br />23 <br />11.0 <br />6.31 <br />0 195.3/9294.3 <br />0.59 <br />24 <br />11.5 <br />5.26 <br />G 171.6/9465.9 <br />0.59 <br />25 <br />12.0 <br />4.73 <br />0 140.1/9606 <br />0.59 <br />26 <br />12.5 <br />3.95 <br />L+ 124.2/9730.2 <br />0.59 <br />27 <br />13.0 <br />3.42 <br />L 100.8/9631 <br />0.59 <br />28 <br />13.5 <br />3.17 <br />G 84.9/9915.9 <br />0.59 <br />29 <br />14.0 <br />2.63 <br />G 77.4/9993.3 <br />0.60 <br />30 <br />14.5 <br />2.37 <br />G 60.9/10.054.2 <br />0.60 <br />34 <br />15.0 <br />2.10 <br />L 53.1/10,107.3 <br />0.60 <br />