Q2 Figure Q2 shows a cross section of a river at Sg. Melaka treatment plant. Using data inTable Q2, determine the flow rate of the river by using suitable method.Figure Q2вDEFG1.5 m 2.0 m2.0 m2.0 m2.0 m1.8 mConcrete Wall3.1 m3.5 m4.0 m4.3 m3.9 mTable Q2Velocity (m/s)Station0.2D0.8DANo data No DataB0.150.34C0.290.44D0.350.55E0.320.52F0.270.47G

Solution by Velocity-Area method by Mean-Depth

Answered: Q2 Figure Q2 shows a cross section of a…

Q2 Figure Q2 shows a cross section of a river at Sg. Melaka treatment plant. Using data in Table Q2, determine the flow rate of the river by using suitable method. Figure Q2

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

Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.

Question

Q2 Figure Q2 shows a cross section of a river at Sg. Melaka treatment plant. Using data in
Table Q2, determine the flow rate of the river by using suitable method.
Figure Q2
в
D
E
F
G
1.5 m 2.0 m
2.0 m
2.0 m
2.0 m
1.8 m
Concrete Wall
3.1 m
3.5 m
4.0 m
4.3 m
3.9 m
Table Q2
Velocity (m/s)
Station
0.2D
0.8D
A
No data No Data
B
0.15
0.34
C
0.29
0.44
D
0.35
0.55
E
0.32
0.52
F
0.27
0.47
G

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