Solution and answer is given, just explain the solution, and if the answer is correct. R=0.956 mAR3DP.b=7.29- 2.828d6.97=0.956b+2/2d> Eq. (2)Substitute b in (2) to (1):(7.29 - 2.828d)d + d? = 6.977.29d - 1.828d = 6.971.828 d2-7.29d + 6.97 = 0d 3D 1.59 md = 5.22 feet Problem 8 11A trapezoidal flume with side slope of 1:1 carries 225 ft3/s of water at a meanvelocity of 3 ft/s. The canal is laid on a slope of 0.0002 with n = 0.015.Determine the normal depth of the canal in feet.SolutionQ = A v225 = A(3)A = 75 ft2 = 6.97 m2d.A = bd + d2 = 6.97> Eq. (1)R2/351/2v = 3 ft/s 0.915 m/sR/3(0.0002)/20.0150.915 =b.

The given data is as follows: Side slope=1:1Discharge=225 ft3/secMean velocity=3 ft/sSlope of…

Answered: Solution and answer is given, just…

Engineering

Civil Engineering

Solution and answer is given, just explain the solution, and if the answer is corre

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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Question

Solution and answer is given, just explain the solution, and if the answer is correct.

R=0.956 m
A
R3D
P.
b=7.29- 2.828d
6.97
=0.956
b+2/2d
> Eq. (2)
Substitute b in (2) to (1):
(7.29 - 2.828d)d + d? = 6.97
7.29d - 1.828d = 6.97
1.828 d2-7.29d + 6.97 = 0
d 3D 1.59 m
d = 5.22 feet

Problem 8 11
A trapezoidal flume with side slope of 1:1 carries 225 ft3/s of water at a mean
velocity of 3 ft/s. The canal is laid on a slope of 0.0002 with n = 0.015.
Determine the normal depth of the canal in feet.
Solution
Q = A v
225 = A(3)
A = 75 ft2 = 6.97 m2
d.
A = bd + d2 = 6.97
> Eq. (1)
R2/351/2
v = 3 ft/s 0.915 m/s
R/3(0.0002)/2
0.015
0.915 =
b.

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