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Water flows at the rate of 8 m³/s in a triangular V-notch canal having side slope of 1V:3H. Assume n=0.013. Determine the following: 63. The critical depth in m. a. 1.156 b. 0.924 c. 1.077 d. 1.236 64. The critical velocity in m/s. a. 2.298 c. 1.996 65. The critical slope. a. 0.0050 c. 0.0011 b. 1.746 d. 3.124 b. 0.0015 d. 0.0022

Water flows at the rate of 8 m³/s in a triangular V-notch canal having side slope of 1V:3H. Assume n=0.013. Determine the following: 63. The critical depth in m. a. 1.156 b. 0.924 c. 1.077 d. 1.236 64. The critical velocity in m/s. a. 2.298 c. 1.996 65. The critical slope. a. 0.0050 c. 0.0011 b. 1.746 d. 3.124 b. 0.0015 d. 0.0022

Principles of Geotechnical Engineering (MindTap Course List)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter15: Slope Stability
Section: Chapter Questions
Problem 15.3P
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Water flows at the rate of 8 m³/s in a triangular V-notch canal having side slope of 1V:3H. Assume n=0.013. Determine the following: 63. The critical depth in m. a. 1.156 b. 0.924 c. 1.077 d. 1.236 64. The critical velocity in m/s. a. 2.298 c. 1.996 65. The critical slope. a. 0.0050 c. 0.0011 b. 1.746 d. 3.124 b. 0.0015 d. 0.0022
Transcribed Image Text:Water flows at the rate of 8 m³/s in a triangular V-notch canal having side slope of 1V:3H. Assume n=0.013. Determine the following: 63. The critical depth in m. a. 1.156 b. 0.924 c. 1.077 d. 1.236 64. The critical velocity in m/s. a. 2.298 c. 1.996 65. The critical slope. a. 0.0050 c. 0.0011 b. 1.746 d. 3.124 b. 0.0015 d. 0.0022
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