. Water is flowing uniformly in a finished-concrete channel of rectangular cross section with a bottom width of 6 m. The channel bottom slope is S0 a) Calculate the flow rate and regime when the normal (uniform) water depth is equal to hn (m) b) Determine whether the flow is subcritical or supercritical if the normal water depth equals hn c) How and why this channel slope should be classified when the normal water depth equals hn d) Determine the alternate depth when one of the flow depths is equal to hn e) Calculate the normal water depth when the flow rate equals Q (m3 /s) So:0.00115, hn(m): 2.5, b(m3/s):45.00

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Please solve a, b, c, d and e.... Please I need all answers.... I don't want single question... Thank you 

Note: This is not an assignment question and not a graded question 

Water is flowing uniformly in a finished-concrete channel of
rectangular cross section with a bottom width of 6 m. The channel
bottom slope is So
a) Calculate the flow rate and regime when the normal (uniform)
water depth is equal to hn (m)
b) Determine whether the flow is subcritical or supercritical if the
normal water depth equals hn
c) How and why this channel slope should be classified when the
normal water depth equals hn
d) Determine the alternate depth when one of the flow depths is
equal to hn
e) Calculate the normal water depth when the flow rate equals Q
(m3 /s)
So:0.00115, hn(m): 2.5, b(m /s):45.00
Transcribed Image Text:Water is flowing uniformly in a finished-concrete channel of rectangular cross section with a bottom width of 6 m. The channel bottom slope is So a) Calculate the flow rate and regime when the normal (uniform) water depth is equal to hn (m) b) Determine whether the flow is subcritical or supercritical if the normal water depth equals hn c) How and why this channel slope should be classified when the normal water depth equals hn d) Determine the alternate depth when one of the flow depths is equal to hn e) Calculate the normal water depth when the flow rate equals Q (m3 /s) So:0.00115, hn(m): 2.5, b(m /s):45.00
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