Design a trapezoidal channel

Reference no: EM133194931 , Length: Word count: 100 words

Problem 1: Design a trapezoidal channel to carry a discharge of 35.3.2cfs. The channel laid on a slope of 0.00025 is excavated in silt. The resistive critical shear stress for the silt is 0.2 lb/ft2 (Note: this is when silt is on the bed). Z=2; n = 0.030; Angle of repose = 280

Define the problem

a. Design Criteria

b. Design solution

c. Results from Excel Solver

d. Proposed cross section

e. Verify that all the criteria have been met

Problem 2: Consider a Rip-Rap channel design problem. Clearly write the step-by-step procedure with corresponding equations.

Reference no: EM133194931

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