Design a canal culvert 200 meters long to pass a normal full supply discharge of 5 m3/s with 0.3 m head loss. The upstream and downstream canal parameters are as given in the following. Ymax 1.53 m Vmax=0.835 m/s Ymin-1.10 m V min =0.72 m/s At 5 m3/s, the normal upstream depth of flow = 1.4 m, assume a square box section DxD is to be used with a rounded entrance so that K1=0.1. if R = D/4 for a single box section
Design a canal culvert 200 meters long to pass a normal full supply discharge of 5 m3/s with 0.3 m head loss. The upstream and downstream canal parameters are as given in the following. Ymax 1.53 m Vmax=0.835 m/s Ymin-1.10 m V min =0.72 m/s At 5 m3/s, the normal upstream depth of flow = 1.4 m, assume a square box section DxD is to be used with a rounded entrance so that K1=0.1. if R = D/4 for a single box section
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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