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VI. flow hydrograph is a step function approxim.cion to the dimensionless <br />hydrograph given in bureau of reclamation "Design of Small Dams." <br />tp - 5 min, Qp - 25.3 CFS <br />t/tp (Q/ p t(Min) Q(CFS) t/tp Q/Qp t(Min) Q(CFS) <br />0 <br />0 <br />0 <br />0 <br />1.8 0.42 <br />9.^ <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 />::.0 0.111 <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.; <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 />3.1.7 <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 <br />0.90 <br />6.0 <br />23.67 <br />3.0 0.08 <br />15.0 <br />2.10 <br />1.3 <br />r,.83 <br />6.5 <br />22.36 <br />3.1 0.07 <br />15.5 <br />1.84 <br />1.4 <br />:./4 <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 <br />17.0 <br />1.05 <br />1.7 <br />0.48 <br />8.5 <br />12.62 <br />3.5 G <br />17.5 <br />1.05 <br />VI1. <br />Routing Table <br />Gsij <br />- (Ij - Oj)(.5)(60 sec/Min) <br />j <br />Time (Min.) <br />Inflow (CFS) <br />Storage (rc3) <br />Outflow <br />(CFS) <br />1 <br />0 <br />0 <br />0 <br />0 <br />2 <br />0.5 <br />0.63 <br />L, 0/0 <br />0 <br />3 <br />1.0 <br />_.50 <br />G 18.9/18.9 <br />.01 <br />4 <br />1.5 <br />5.52 <br />G 74.7/93.6 <br />.02 <br />5 <br />2.0 <br />9.21 <br />G 165/258.6 <br />6 <br />2.5 <br />1.3.15 <br />G275.4/534 <br />7 <br />3.0 <br />17.10 <br />c:, 393.3/927.3 <br />.05 <br />8 <br />5 <br />20.78 <br />^•511.5/1438.8 <br />0.10 <br />9 <br />) <br />23.67 <br />620.4/2059.2 <br />0.14 <br />10 <br />4.5 <br />25.77 <br />G 705.9/2765.1 <br />0.20 <br />11 <br />5.0 <br />26.30 <br />Z, 767.Oi3532.2 <br />0.27 <br />11 <br />12 <br />5.5 <br />25.77 <br />G 780.9/4313.1 <br />0.29 <br />13 <br />6.0 <br />23.6' <br />L 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 />1 1 <br />L 573/7011.6 <br />0.39 <br />i7 <br />8.0 <br />1_ 7 <br />;, 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 />, <br />:� <br />.5 <br />9.47 <br />G 315.0/8604.3 <br />0.56 <br />21 <br />Lu.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 />G 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 />G 140.1/9606 <br />0.59 <br />26 <br />12.5 <br />3.95 <br />G 124.2/9730.2 <br />0.59 <br />17 <br />13.0 <br />3.42 <br />G 100.8/9831 <br />0.59 <br />28 <br />13.5 <br />3.17 <br />G 84 9/9915.11 <br />0.59 <br />29 <br />16.0 <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 />it <br />15 n <br />1 lr, <br />A C,I 1 IIn In7 9 <br />n An <br />- <br />