544. For the constant head permeability test set-upshown in the following figure, the followingobservations were made. L = 30 cm, Area of the175 sq. cm, Constant headdifference (h) = 50 cm and water collected in aperiod of 5 min is 350 cu. cm. The hydraulicconductivity in cm/s is :specimen(a) 0.004(c) 0.040(e) 0.024=Graduatedflask(b) 0.000(d) 0.240

L =30 mArea if specimen = 175 sq. cm.Constant head difference = 50 cmVolume of water collected in 5…

for the constant hea permeability test set-u shown in the following figure, the followin observations were made. L = 30 cm, Area of th specimen 175 sq. cm, Constant hea Hifference (h) = 50 cm and water collected in period of 5 min is 350 cu. cm. The hydraul conductivity in cm/s is : =

for the constant hea permeability test set-u shown in the following figure, the followin observations were made. L = 30 cm, Area of th specimen 175 sq. cm, Constant hea Hifference (h) = 50 cm and water collected in period of 5 min is 350 cu. cm. The hydraul conductivity in cm/s is : =

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

Field applications of hydraulic conductivity

Hydraulic conductivity is one of the hydraulic properties of soil defined as a measurement of the ability of a porous medium to permit water movement or fluid flow through it. It is denoted by the letter K. It is influenced by the density and viscosity of the fluid. It is also called permeability. Hydraulic conductivity is defined as the ratio of velocity to the hydraulic gradient. The different methods used to determine the hydraulic conductivity are laboratory methods (constant head permeability tests and falling head tests), in-situ field methods (pumping in and pumping out tests), small scale field tests (infiltration tests and slug tests), and indirect methods such as estimation from grain size, consolidation test data, and horizontal capillary test. The pedotransfer function (PTF) method is a specific empirical estimating approach employed in the soil sciences is also used to determine the hydraulic conductivity of the soil.

Question

544. For the constant head permeability test set-up
shown in the following figure, the following
observations were made. L = 30 cm, Area of the
175 sq. cm, Constant head
difference (h) = 50 cm and water collected in a
period of 5 min is 350 cu. cm. The hydraulic
conductivity in cm/s is :
specimen
(a) 0.004
(c) 0.040
(e) 0.024
=
Graduated
flask
(b) 0.000
(d) 0.240

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