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Design a canal culvert 75 metres long to pass a normal full supply discharge of 4...

Design a canal culvert 75 metres long to pass a normal full supply discharge of 4 m3/s with 0.3m head loss. The upstream and downstream canal parameters are as given in the following. Ymax=1.40 m Vmax=0.830 m/s
Ymin=1.05 m V min =0.74 m/s
At 5 m3/s, the normal upstream depth of flow = 1.28 m,
assume a square box section DxD is to be used with a rounded entrance so that K1=0.30. if R = D/4 for a single box section

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