A very wide rectangular channel is designed to carry a discharge of 5 m/s per meter width. The design is based on the Manning's equation with the roughness coefficient obtained from the grain size using Strickler's equation and results in a normal depth of 1.0 m. By mistake, however, the engineer used the grain diameter in the Strickler's equation instead of in meter. What should be the correct normal depth?
A very wide rectangular channel is designed to carry a discharge of 5 m/s per meter width. The design is based on the Manning's equation with the roughness coefficient obtained from the grain size using Strickler's equation and results in a normal depth of 1.0 m. By mistake, however, the engineer used the grain diameter in the Strickler's equation instead of in meter. What should be the correct normal depth?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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