2 In earth dam is bullt on an impervious foundation with a horizontal filter at the base flow channels and 16 head drops. Estimate the seepage loss per metre length of the the filter. A fow net constructed for the transformed section of the dam, consists of 4 3x 10' mm/see und Ix 10* mm/see respectively. The full reservoir level is 30 m above near the toe. The permeability of the soil in the horizontal and vertical directions are dam.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2 In earth dam is bullt on an impervious foundation with a horizontal filter at the base
flow channels and 16 head drops. Estimate the seepage loss per metre length of the
near the toe. The permeability of the soil in the horizontal and vertical directions are
the filter. A fow net constructed for the transformed section of the dam, consists of 4
3x 10 mm/sec und 1 x 10* mm/sec respectively. The full reservoir level is 30 m above
dam.
Transcribed Image Text:2 In earth dam is bullt on an impervious foundation with a horizontal filter at the base flow channels and 16 head drops. Estimate the seepage loss per metre length of the near the toe. The permeability of the soil in the horizontal and vertical directions are the filter. A fow net constructed for the transformed section of the dam, consists of 4 3x 10 mm/sec und 1 x 10* mm/sec respectively. The full reservoir level is 30 m above dam.
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