determine the maximum flow rate
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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An existing triangular channel has a depth of 2 m and side slopes of 4:1 (H:V), a longitudinal slope of 1%, and is lined with a new type of Bermuda grass which has a retardance classification of C and maximum permissible shear stress of 98.9 Pa. Use the alternative retardance based approach to determine the maximum flow rate that can be handled by this channel?
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