The lab apparatus shown in the figure maintains a constant head in both the upper and lower reservoirs. The soil sample is a silty sand, placed in a 200mm diameter container, having a specific gravity of 2.70 with a hydraulic conductivity k-0.1945 cm/sec. The moisture content of soil is 18.5% and the degree of saturation is 100%. The relationship between the specific gravity. moisture content, degree of saturation, and void ratio is given below: SGw- Se The level of water from the datum in the inlet and outlet portion is 46Omm and 240mm respectively. Calculate for the discharge of water in cublc cm per sec if distance d is 10Omm and distance Lis 220mm NLET OUTLET Sed Sample DATUM

The lab apparatus shown in the figure maintains a constant head in both the upper and lower reservoirs. The soil sample is a silty sand, placed in a 200mm diameter container, having a specific gravity of 2.70 with a hydraulic conductivity k-0.1945 cm/sec. The moisture content of soil is 18.5% and the degree of saturation is 100%. The relationship between the specific gravity. moisture content, degree of saturation, and void ratio is given below: SGw- Se The level of water from the datum in the inlet and outlet portion is 46Omm and 240mm respectively. Calculate for the discharge of water in cublc cm per sec if distance d is 10Omm and distance Lis 220mm NLET OUTLET Sed Sample DATUM

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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