I need the answer as soon as possible For rectangular grit removal chamberin a W.W.T.P if hourly flow equals5000 m^3, DT=1 min. and SOR=1500m^3/m^2/d. The depth isO 1.04 mO 3.06 mO None of theseO 2.05 m

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Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter8: Seepage

Section: Chapter Questions

Problem 8.6P

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A deposit of cohesionless soil with a permeability of 0.3 mm/s has a depth of 12 m with impervious ledge below. A sheet pile wall is driven into this deposit to a depth of 8 m. The wall extendsabove the surface of the soil, and a 3 m depth of water acts on one side. Sketch the flow net and determine the seepage quantity. Provide a diagram a.600 ml/s/meter length b.300 ml/s/meter length c.900 ml/s/meter length d.1200 ml/s/meter length
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For rectangular grit removal chamber in a W.W.T.P if hourly flow equals 5000 m^3, DT=1 min. and SOR=1500 m^3/m^2/d. The depth is * O 1.04 m O 3.06 m O None of these O 2.05 m