An open channel is to be designed to carry 1.0 m3/s at a slope of 0.0065. The channel material has an “n” value of 0.011. For the most efficient section Find the depth for a semi-circular section Calculate the depth for a rectangular section. Solve the depth for a trapezoidal section. Compute the depth for a triangular section.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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An open channel is to be designed to carry 1.0 m3/s at a slope of 0.0065. The channel material has an “n” value of 0.011. For the most efficient section

  1. Find the depth for a semi-circular section
  2. Calculate the depth for a rectangular section.
  3. Solve the depth for a trapezoidal section.
  4. Compute the depth for a triangular section.
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