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A culvert is going to be designed at the cross-location between a river and a railway. Flood analysis shows that the flow rate in the river at a returning period of 50 years is of 4.7 m³/s. The slope of the culvert is 0.004. If the maximum permissible headwater level is 3.8 m above the culvert invert, what size of corrugated-pipe culvert (with Manning coefficient n = you select if: (a) The culvert length is 32 m (b) The culvert length is 110 m. The outlet will discharge freely. Neglect velocity of approach. ASsume a square-edged inlet with ke = 0.5 and Ca = 0.65. 0.025) would

A culvert is going to be designed at the cross-location between a river and a railway. Flood analysis shows that the flow rate in the river at a returning period of 50 years is of 4.7 m³/s. The slope of the culvert is 0.004. If the maximum permissible headwater level is 3.8 m above the culvert invert, what size of corrugated-pipe culvert (with Manning coefficient n = you select if: (a) The culvert length is 32 m (b) The culvert length is 110 m. The outlet will discharge freely. Neglect velocity of approach. ASsume a square-edged inlet with ke = 0.5 and Ca = 0.65. 0.025) would

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A culvert is going to be designed at the cross-location between a river and a railway. Flood analysis shows that the flow rate in the river at a returning period of 50 years is of 4.7 m/s. The slope of the culvert is 0.004. If the maximum permissible headwater level is 3.8 m above the culvert invert, what size of corrugated-pipe culvert (with Manning coefficient n = you select if: (a) The culvert length is 32 m (b) The culvert length is 110 m. The outlet will discharge freely. Neglect velocity of approach. Assume a square-edged inlet with ke = 0.5 and Cd = 0.65. 0.025) would
Transcribed Image Text:A culvert is going to be designed at the cross-location between a river and a railway. Flood analysis shows that the flow rate in the river at a returning period of 50 years is of 4.7 m/s. The slope of the culvert is 0.004. If the maximum permissible headwater level is 3.8 m above the culvert invert, what size of corrugated-pipe culvert (with Manning coefficient n = you select if: (a) The culvert length is 32 m (b) The culvert length is 110 m. The outlet will discharge freely. Neglect velocity of approach. Assume a square-edged inlet with ke = 0.5 and Cd = 0.65. 0.025) would
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