Q-2: Find the rate of flow in m³/sec/m (at right angles to the cross section shown in the following figure through the permeable soil layer. Given: H = 4 m, H1 = 2 m, h = 2.75 m, S = 30 m, a = 14° and k = 0.075 cm/sec. Direction of flow a I Impervious layer Impervious layer S

Q-2: Find the rate of flow in m³/sec/m (at right angles to the cross section shown in the following figure through the permeable soil layer. Given: H = 4 m, H1 = 2 m, h = 2.75 m, S = 30 m, a = 14° and k = 0.075 cm/sec. Direction of flow a I Impervious layer Impervious layer S

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

Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.

Question

Q-2: Find the rate of flow in m³/sec/m (at right angles to the cross section shown in the following figure
through the permeable soil layer. Given: H = 4 m, H1 = 2 m, h = 2.75 m, S = 30 m, α = 14° and k = 0.075
cm/sec.
Direction
of flow
a
I
h
Impervious layer
Impervious layer:
S

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