Problem G: For Problem 27 to 28. In a constant head permeability test the following are given L= 250 mm and A=105 cm?. If the value of k = 0.014 cm/secand flow rate of 120 cm3/min which is to be maintained. 27) What is the head difference, hin the specinmen? b) 34.341 cm 28) Determine the dischargevelocity in cm/sec? b) 0.109 a)34.136 cm c) 33.901 cm d) 34.014 cm a) 0.0189 c) 1.019X102 d) 0.019

Problem G: For Problem 27 to 28. In a constant head permeability test the following are given L= 250 mm and A=105 cm?. If the value of k = 0.014 cm/secand flow rate of 120 cm3/min which is to be maintained. 27) What is the head difference, hin the specinmen? b) 34.341 cm 28) Determine the dischargevelocity in cm/sec? b) 0.109 a)34.136 cm c) 33.901 cm d) 34.014 cm a) 0.0189 c) 1.019X102 d) 0.019

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

Problem G: For Problem 27 to 28. In a constant head permeability test the following are given L= 250 mm and A=105
cm?. If the value of k = 0.014 cm/secand flow rate of 120 cm3/min which is to be maintained.
27) What is the head difference, h in the specimen?
b) 34.341 cm
28) Determine the discharge velocity in cm/sec?
b) 0.109
a)34.136 cm
c) 33.901 cm
d) 34.014 cm
a) 0.0189
c) 1.019X102
d) 0.019

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