In a wide rectangular channel having a depth y = 1.8 m and unit width discharge q = 1.5 m²/s, an on-going construction project over the channel requires that a number of cylinder platforms (only two are shown in the plan view below) spaced at distance bị = 6 m be placed in the channel. Assume no energy losses between locations 1 and 2, determine the maximum diameter of the cylinders without creating upstream backwater effect (i.e., without increasing the upstream depth). bi

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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In a wide rectangular channel having a depth y = 1.8 m and unit width discharge q = 1.5 m²/s,
an on-going construction project over the channel requires that a number of cylinder platforms
(only two are shown in the plan view below) spaced at distance bị = 6 m be placed in the
channel. Assume no energy losses between locations 1 and 2, determine the maximum
diameter of the cylinders without creating upstream backwater effect (i.e., without increasing
the upstream depth).
3.
bị
Location 1
Location 2
Transcribed Image Text:In a wide rectangular channel having a depth y = 1.8 m and unit width discharge q = 1.5 m²/s, an on-going construction project over the channel requires that a number of cylinder platforms (only two are shown in the plan view below) spaced at distance bị = 6 m be placed in the channel. Assume no energy losses between locations 1 and 2, determine the maximum diameter of the cylinders without creating upstream backwater effect (i.e., without increasing the upstream depth). 3. bị Location 1 Location 2
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