situation XIX: The head loss in74 m of 150 mm diametter pipe is kown to be 9 m when oil (s0.90) flows at 0.057 m^3/s. Assume viscosity of oil is 0.0389 Pa.s.49.Determine the Reynolds NumberTa. 11 210b. 13 17015 140d. 19 830C.50. Determine the friction factor.a. 0.019b. 0.034C.0.044d. 0.07851.Find the shear stress at the wall pipe:a. 39.91 N/m2b. 48.19 N/m2c. 56.23 N/m2d. 60.18 N/m"Situation XX: In the figure shown,m. length of pipe fromn the reservoir to the pump is 120n to then in the pozle is 1000 m. The diameters of pipes are 0.60 and 0.45 m respectively.inor Jossesa reserv7 m dow c. 56.23 N/m3d. 60.18 N/m2Situatton XC: In the figure shown, z,-4 m, length of pipe from the reservoir to the pump is 120m, from the pump to the nozzle is 1000 m. The diameters of pipes are 0.60 and 0.45 m respectively.The gage pressure at B (the suction side of the pump) is -64 KPa. Neglect minor losses.D.B.0.45 m diam.LcD=1000 mf%=0.02%3DZp = 4 m0.60 m diam.LAB= 120 mf%30.0252. Compute the velocity of water in pipe AB.a. 2.297 m/sb. 1.452 m/sc. 3.147 m/sd. 2.672 m/s53. Compute the velocity of water in pipe CD.a. 1.23 m/sb. 4.08 m/sC. 3.56 m/sd. 5.59 m/s54. Compute the discharge of the pipe from A to B due to pumping.a. 0.65 m/sb. 0.45 m2/sc. 0.89 m/sd. 0.25 m /s60m. -0.02 m and loss of head

Given that: Length of pipe, L=74mDiameter of pipe, d=150 mmHead loss,…

situation XIX: The head loss in 74 m of 150 mm dianeter pipe is known to be 9 m when oil (s 0.90) flows at 0.057 m^3/s. Assume viscosity of oil is 0.0389 Pa.s. 49.Determine the Reynolds Number. a. 11 210

situation XIX: The head loss in 74 m of 150 mm dianeter pipe is known to be 9 m when oil (s 0.90) flows at 0.057 m^3/s. Assume viscosity of oil is 0.0389 Pa.s. 49.Determine the Reynolds Number. a. 11 210

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

situation XIX: The head loss in74 m of 150 mm diametter pipe is kown to be 9 m when oil (s
0.90) flows at 0.057 m^3/s. Assume viscosity of oil is 0.0389 Pa.s.
49.Determine the Reynolds NumberT
a. 11 210
b. 13 170
15 140
d. 19 830
C.
50. Determine the friction factor.
a. 0.019
b. 0.034
C.
0.044
d. 0.078
51.Find the shear stress at the wall pipe:
a. 39.91 N/m2
b. 48.19 N/m2
c. 56.23 N/m2
d. 60.18 N/m"
Situation XX: In the figure shown,
m. length of pipe fromn the reservoir to the pump is 120
n to the
n in the pozle is 1000 m. The diameters of pipes are 0.60 and 0.45 m respectively.
inor Josses
a reserv
7 m dow

c. 56.23 N/m3
d. 60.18 N/m2
Situatton XC: In the figure shown, z,-4 m, length of pipe from the reservoir to the pump is 120
m, from the pump to the nozzle is 1000 m. The diameters of pipes are 0.60 and 0.45 m respectively.
The gage pressure at B (the suction side of the pump) is -64 KPa. Neglect minor losses.
D.
B.
0.45 m diam.
LcD=1000 m
f%=0.02
%3D
Zp = 4 m
0.60 m diam.
LAB= 120 m
f%30.02
52. Compute the velocity of water in pipe AB.
a. 2.297 m/s
b. 1.452 m/s
c. 3.147 m/s
d. 2.672 m/s
53. Compute the velocity of water in pipe CD.
a. 1.23 m/s
b. 4.08 m/s
C. 3.56 m/s
d. 5.59 m/s
54. Compute the discharge of the pipe from A to B due to pumping.
a. 0.65 m/s
b. 0.45 m2/s
c. 0.89 m/s
d. 0.25 m /s
60m. -0.02 m and loss of head

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