Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A triangular channel with side slope 3H:1V, n=0.012, is to carry a flow rate 10 m^3/s
Find the critical depth
1.178
7.811
1.781
7.118
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- 5.1.3 Determine the uniform flow depth in a rectangular channel 2.5 ;m wide with a discharge of 3 m³/s. The slope is 0.004 and Manning's roughness factor is 0.015.arrow_forwardtrapezoidal channel is designed based on hydraulically efficient channel cross-section. The channel is laid on a slope of 0.0035 and the channel bed material is silt clay. The recommended Manning's coefficient and sidewall slope for silt clay is n = 0.02 and 1V:2H, respectively. What is the normal depth and discharge? Select an answer and submit. For keyboard navigation, use the up/down arrow keys to select an answer. a b с d 0.52 m, 0.85 m³/s 0.46 m, 0.52 m³/s 0.52 m, 0.58 m³/s 0.46 m, 0.58 m³/sarrow_forward
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