Design a canal culvert 45 metres long to pass a normal full supply discharge of 5 m3/s with 0.lm 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.l6. if R = D/4 for a single box se
Design a canal culvert 45 metres long to pass a normal full supply discharge of 5 m3/s with 0.lm 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.l6. if R = D/4 for a single box se
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design a canal culvert 45 metres long to pass a normal full supply
discharge of 5 m3/s with 0.lm 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.l6. if R = D/4 for a single box section
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