Note:Hand written solution should be avoided. Question-1 Hydraulic Engineering (Open Channel Hydraulics)Water is flowing in the trapezoidal channel shown below. The critical depth, y, for such achannel must satisfy the equation;-L101=0WhereQ = flow rate = 20 m³/sg = gravitational acceleration = 9.81 m/s²L = width of water at the channel surface (in meter)A = the cross-sectional area (in square meter).A=3y+1.2y²L and A can be related to the depth, y, as; L = 3+2.4yDetermine the critical depth, y. Use Bisection method with &s = 0.1%.

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Question-1 Hydraulic Engineering (Open Channel Hydraulics) Water is flowing in the trapezoidal channel shown below. The critical depth, y, for such a channel must satisfy the equation; -L Q² 84³ 1- -L=0 Where Q = flow rate = 20 m³/s g = gravitational acceleration = 9.81 m/s² L = width of water at the channel surface (in meter) A = the cross-sectional area (in square meter). A=3y+1.2y² L and A can be related to the depth, y, as; L=3+2.4y Determine the critical depth, y. Use Bisection method with &s = 0.1%.

Question-1 Hydraulic Engineering (Open Channel Hydraulics) Water is flowing in the trapezoidal channel shown below. The critical depth, y, for such a channel must satisfy the equation; -L Q² 84³ 1- -L=0 Where Q = flow rate = 20 m³/s g = gravitational acceleration = 9.81 m/s² L = width of water at the channel surface (in meter) A = the cross-sectional area (in square meter). A=3y+1.2y² L and A can be related to the depth, y, as; L=3+2.4y Determine the critical depth, y. Use Bisection method with &s = 0.1%.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter8: Stresses In A Soil Mass

Section: Chapter Questions

Problem 8.14P

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