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Engineering · Civil Engineering
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A flood wave enters in River Ravi at Lahore bridge. The observed inflow ordinates at this site are as under Time 12 24 36 48 60 72 84 96 108 (hrs.) Inflow 14 22 36 93 141 102 8673 60 cumecs Calculate I. Outflow ordinates up to one step after the peak at Balloki 15+3 using Muskingum routing equation, Take K-24 hrs. X-02, Outflow at 12 hrs. = 14 cumecs. II. Find the Attenuation and time to peak.

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