Consider a wide rectangular water channel with a per-unit-width ﬂow rate of 5m3/s⋅m and a Manning coefﬁcient of n = 0.02. The channel is comprised of a 100m length having a slope of S01 = 0.01 followed by a 100m length having a slope of S02 = 0.02. .Given an initial water depth of 0.75m, calculate and graph the water surface proﬁle over the full 200m extent of the channel. Also classify the two channel segments (M1, A2, etc.). Уo

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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Consider a wide rectangular water channel with a per-unit-width ﬂow rate of 5m3/s⋅m and a Manning coefﬁcient of n = 0.02. The channel is comprised of a 100m length having a slope of S₀₁ = 0.01 followed by a 100m length having a slope of S₀₂ = 0.02. .Given an initial water depth of 0.75m, calculate and graph the water surface proﬁle over the full 200m extent of the channel. Also classify the two channel segments (M1, A2, etc.).

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