Example 2: A soil sample with 10 cm in diameter is placed in a tube 1 m long. Aconstant supply of water is allowed to flow into one end of the soil at A and flowout at B is collected by beaker. The average amount of water collected is 1cm3 for every 10 seconds. The tube is inclined as shown in the figure. Determine:a. Hydraulic gradientb. Flow ratelisiya imUniversity of Al-c. Average velocityd. Seepage velocity if e = 0.6 Of eEngineI me. The hydraulic conductivitySoil1 m0.8 m

The given data is: Diameter of soil sample (d) = 10 cm Length of sample (L) = 1 m Average amount of…

Example 2: A soil sample with 10 cm in diameter is placed in a tube 1 m long . A constant supply of water is allowed to flow into one end of the soil at A and flow out at B is collected by beaker . The average amount of water collected is 1 cm³ for every 10 seconds. The tube is inclined as shown in the figure. Determine: a. Hydraulic gradient äoolbläwai b. Flow rate University of Al-Qadisiyalm c. Average velocity d. Seepage velocity if e = 0.6Of Engine e. The hydraulic conductivity Soi 1m 0.8 m

Example 2: A soil sample with 10 cm in diameter is placed in a tube 1 m long . A constant supply of water is allowed to flow into one end of the soil at A and flow out at B is collected by beaker . The average amount of water collected is 1 cm³ for every 10 seconds. The tube is inclined as shown in the figure. Determine: a. Hydraulic gradient äoolbläwai b. Flow rate University of Al-Qadisiyalm c. Average velocity d. Seepage velocity if e = 0.6Of Engine e. The hydraulic conductivity Soi 1m 0.8 m

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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Please help me answer d and e.