A. Given the level section data below.D23.723.17.85.3 C12StationCL1+200C 7.8C 5.3C 7.423.7023.11+250C 6.5C 6.0C 7.521.75023.251+300C 8.5C 6.6C 7.024.75022.5Roadbed =24m Side slope 1.5 : 1 R= 700m, center of curvature is on the right.Compute for the:1) Volume by end area method =2) Volume by prismoidal method=3) Prismoidal correction =4) corrected volume by applying this prismoidal correction =5) curvature correction =6) corrected volume for the following cross-section=127.4

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Answered: the level section data below. D 23.7…

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Civil Engineering

the level section data below. D 23.7 23.1 5.3 C 7.8 Station 1+200 12 C 7.8 23.7 12 CL C 5.3 0 C 7.4 23.1 7.4

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

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

A. Given the level section data below.
D
23.7
23.1
7.8
5.3 C
12
Station
CL
1+200
C 7.8
C 5.3
C 7.4
23.7
0
23.1
1+250
C 6.5
C 6.0
C 7.5
21.75
0
23.25
1+300
C 8.5
C 6.6
C 7.0
24.75
0
22.5
Roadbed =24m Side slope 1.5 : 1 R= 700m, center of curvature is on the right.
Compute for the:
1) Volume by end area method =
2) Volume by prismoidal method=
3) Prismoidal correction =
4) corrected volume by applying this prismoidal correction =
5) curvature correction =
6) corrected volume for the following cross-section=
12
7.4

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