a. A channel has two vertical sides and a semi-circular bottom of 2-m diameter. Calculate the discharge of water through the channel when depth of flow is 2 m. Take C = 50 and the slope of bed as 1 in 500.
a. A channel has two vertical sides and a semi-circular bottom of 2-m diameter. Calculate the discharge of water through the channel when depth of flow is 2 m. Take C = 50 and the slope of bed as 1 in 500.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:a. A channel has two vertical sides and a semi-circular bottom of 2-m diameter. Calculate the
discharge of water through the channel when depth of flow is 2 m. Take C= 50 and the slope of
bed as 1 in 500.
b. A rectangular sewer with width four times its depth is hydraulically equivalent to a circular sewer.
Find the relation between the width of the rectangular sewer and the diameter of the circular. State
any assumptions made.
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