Problem 6. A 66-inch-diameter reinforced concrete pipe (n = 0.013) carries a flow of 97.6 anoitianeiT bos dtqeⱭ IsɔitiO - е WH e II 196m999Ɑ.v8b29b9W 90G cfs when half full. a. If the slope is 0.0045, calculate normal depth. This does not require a solver. b. Calculate the Froude Number. Would the flow be subcritical or supercritical?meldo19 critical depth is D/22 motod erit its am 05.TS c. What would be the flow rate when critical depth is D/2? How to adt breda

Fundamentals of Geotechnical Engineering (MindTap Course List)
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ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Seepage
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Problem 6. A 66-inch-diameter reinforced concrete pipe (n = 0.013) carries a flow of 97.6
anoitianeiT bos dtqeⱭ IsɔitiO - е WH
e
II 196m999Ɑ.v8b29b9W 90G
cfs when half full.
a. If the slope is 0.0045, calculate normal depth. This does not require a solver.
b. Calculate the Froude Number. Would the flow be subcritical or supercritical?meldo19
critical depth is D/22 motod erit its am 05.TS
c. What would be the flow rate when critical depth is D/2?
How to
adt breda
Transcribed Image Text:Problem 6. A 66-inch-diameter reinforced concrete pipe (n = 0.013) carries a flow of 97.6 anoitianeiT bos dtqeⱭ IsɔitiO - е WH e II 196m999Ɑ.v8b29b9W 90G cfs when half full. a. If the slope is 0.0045, calculate normal depth. This does not require a solver. b. Calculate the Froude Number. Would the flow be subcritical or supercritical?meldo19 critical depth is D/22 motod erit its am 05.TS c. What would be the flow rate when critical depth is D/2? How to adt breda
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