Referring to Example 11.9, continue computations in the routing table through time 13:45. Additional inflows are given in the following table. Graph the inflow and outflow hydrograph on the same set of axes. Determine the maximum elevation and storage attained in the pond during the design storm.

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Time 13:30 13:35 13:40 13:45 13:50 Inflow (U), cfs 67 59 52 46 40