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For a homogeneous earth dam of 52 m high amd 2 m freeboard, a flownet was constructed and following results were obtained. Number of equipotential drop 25, Number of flow channels = 4. The dam has a horizontal filter of 40 m length at its downstream end. If the coefficient of permeability of dam is 3 x 103 cm/s, the discharge per metre length of the dam is

For a homogeneous earth dam of 52 m high amd 2 m freeboard, a flownet was constructed and following results were obtained. Number of equipotential drop 25, Number of flow channels = 4. The dam has a horizontal filter of 40 m length at its downstream end. If the coefficient of permeability of dam is 3 x 103 cm/s, the discharge per metre length of the dam is

Structural Analysis
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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For a homogeneous earth dam of 52 m high amd 2 m freeboard, a flownet was constructed and following results were obtained. Number of equipotential drop 25, Number of flow channels = 4. The dam has a horizontal filter of 40 m length at its downstream end. If the coefficient of permeability of dam is 3 x 103 cm/s, the discharge per metre length of the dam is
Transcribed Image Text:For a homogeneous earth dam of 52 m high amd 2 m freeboard, a flownet was constructed and following results were obtained. Number of equipotential drop 25, Number of flow channels = 4. The dam has a horizontal filter of 40 m length at its downstream end. If the coefficient of permeability of dam is 3 x 103 cm/s, the discharge per metre length of the dam is
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