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7. A rectangular channel 6 m wide and 2 m deep has a slope of 1 in 1100 and is lined with good rubble masonry (n = 0.017). It is desired to increased the channel slope with a favorable section. The dimension of the section maybe changed but the channel must contain the same amount of lining as the old. Using kutter's formula: a) Compute the value of kutter's coefficient "C" of the old channel b) Compute the depth of new section c) Compute the probable increase in discharge

7. A rectangular channel 6 m wide and 2 m deep has a slope of 1 in 1100 and is lined with good rubble masonry (n = 0.017). It is desired to increased the channel slope with a favorable section. The dimension of the section maybe changed but the channel must contain the same amount of lining as the old. Using kutter's formula: a) Compute the value of kutter's coefficient "C" of the old channel b) Compute the depth of new section c) Compute the probable increase in discharge

Structural Analysis
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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7. A rectangular channel 6 m wide and 2 m deep has a slope of 1 in 1100 and is lined with good rubble masonry (n = 0.017). It is desired to increased the channel slope with a favorable section. The dimension of the section maybe changed but the channel must contain the same amount of lining as the old. Using kutter's formula: a) Compute the value of kutter's coefficient "C" of the old channel b) Compute the depth of new section c) Compute the probable increase in discharge
Transcribed Image Text:7. A rectangular channel 6 m wide and 2 m deep has a slope of 1 in 1100 and is lined with good rubble masonry (n = 0.017). It is desired to increased the channel slope with a favorable section. The dimension of the section maybe changed but the channel must contain the same amount of lining as the old. Using kutter's formula: a) Compute the value of kutter's coefficient "C" of the old channel b) Compute the depth of new section c) Compute the probable increase in discharge
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