. 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

. 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

Section: Chapter Questions

Problem 1P

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Concept explainers

Cost control

Cost control or management in property or project management is the process by which managers maintain costs under human resource management, assets, and capital expenditure to ensure that the project ends on a budget basis. Cost management depends on reasonable estimates and ongoing monitoring during the project. As a result, good cost control is essential for any construction business that wants to succeed.

Question

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

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