A soil has a daily recharge of (4mm) to the ground water; the depth of pipe drain is 2m below ground surface. The soil is homogeneous with coefficient of permeability of (4.17 cm/hr) and the drain is over the impervious layer about 3m. Minimum permissible depth of ground water is 1.2m below ground surface; the radius of pipe with filter is 0.3m. The spacing between drains (L) is. 6) A soil has a daily recharge of (4mm) to the ground water; the depth of pipedrain is 2m below ground surface. The soil is homogeneous with coefficient ofpermeability of (4.17 cm/hr) and the drain is over the impervious layer about 3m.Minimum permissible depth of ground water is 1.2m below ground surface; theradius of pipe with filter is 0.3m. The spacing between drains (L) is. *O a) L=25 mO b) L=81 mO c) L=86mO d) L=73 m

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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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A soil has a daily recharge of (4mm) to the ground water; the depth of pipe drain is 2m below ground surface. The soil is homogeneous with coefficient of permeability of (4.17 cm/hr) and the drain is over the impervious layer about 3m. Minimum permissible depth of ground water is 1.2m below ground surface; the radius of pipe with filter is 0.3m. The spacing between drains (L) is.

6) A soil has a daily recharge of (4mm) to the ground water; the depth of pipe
drain is 2m below ground surface. The soil is homogeneous with coefficient of
permeability of (4.17 cm/hr) and the drain is over the impervious layer about 3m.
Minimum permissible depth of ground water is 1.2m below ground surface; the
radius of pipe with filter is 0.3m. The spacing between drains (L) is. *
O a) L=25 m
O b) L=81 m
O c) L=86m
O d) L=73 m

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