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

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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