Read the question carefully and give me right solution according to the question. The discharge of water collected from a constant head permeameter in a period of15 minutes is 500 ml. The internal diameter of the permeameter is 5 cm and themeasured difference in head between two gauging points 15 cm vertically apart is40 cm. Calculate the coefficient of permeability. If the dry weight of the 15 cm longsample is 4.86 N and the specific gravity of the solids is 2.65, calculate the seepagevelocity.

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he discharge of water collected from a constant head permeameter in a period of 5 minutes is 500 ml. The internal diameter of the permeameter is 5 cm and the neasured difference in head between two gauging points 15 cm vertically apart is 40 cm. Calculate the coefficient of permeability. If the dry weight of the 15 cm long ample is 4.86 N and the specific gravity of the solids is 2.65, calculate the seepage relocity.

he discharge of water collected from a constant head permeameter in a period of 5 minutes is 500 ml. The internal diameter of the permeameter is 5 cm and the neasured difference in head between two gauging points 15 cm vertically apart is 40 cm. Calculate the coefficient of permeability. If the dry weight of the 15 cm long ample is 4.86 N and the specific gravity of the solids is 2.65, calculate the seepage relocity.

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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