Q.2: A WTP is to be treated 3800 m'/day is design with rectangular sedimentation tank at detention time 2.5hr., and the smallest settling particle to be removed is 0.05 mm in diameter (p.= 1000 kg/m', H=1.03x10 kg/m.sec. and G,= 1.2). Design the tank dimension (Length L, width W and depth H), check the horizontal velocity, V, and weir loading rate WLR (m'/m².day)?.

Q.2: A WTP is to be treated 3800 m'/day is design with rectangular sedimentation tank at detention time 2.5hr., and the smallest settling particle to be removed is 0.05 mm in diameter (p.= 1000 kg/m', H=1.03x10 kg/m.sec. and G,= 1.2). Design the tank dimension (Length L, width W and depth H), check the horizontal velocity, V, and weir loading rate WLR (m'/m².day)?.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter16: Soil Improvement And Ground Modification

Section: Chapter Questions

Problem 16.12P

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