Q/A WTP are to be treated 3800 (m/day) is designed as in items below: a) Rectangular sedimentation tank at detention time 2.5 hr., and the smallest particle to be removed 100% is 0.05 mm in diameter (pw =1000 kg/m³, uw=1.03X10 kg/m.sec., and Gs-1.2). Design the tank dimension (Length L, Width W, and depth H), check the horizontal velocity V, SOR (m/day) and weir loading rate WLR (m/m².day)?. b) One rectangular flocculator at dimension (L=10m, W=5m and H=2m), Gt=3600. Find the velocity gradient in this tank?.

Q/A WTP are to be treated 3800 (m/day) is designed as in items below: a) Rectangular sedimentation tank at detention time 2.5 hr., and the smallest particle to be removed 100% is 0.05 mm in diameter (pw =1000 kg/m³, uw=1.03X10 kg/m.sec., and Gs-1.2). Design the tank dimension (Length L, Width W, and depth H), check the horizontal velocity V, SOR (m/day) and weir loading rate WLR (m/m².day)?. b) One rectangular flocculator at dimension (L=10m, W=5m and H=2m), Gt=3600. Find the velocity gradient in this tank?.

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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Question

Q/A WTP are to be treated 3800 (m/day) is designed as in items below:
a) Rectangular sedimentation tank at detention time 2.5 hr., and the smallest
particle to be removed 100% is 0.05 mm in diameter (pw =1000 kg/m,
uw=1.03X10 kg/m.sec., and Gs=1.2). Design the tank dimension (Length
L, Width W, and depth H), check the horizontal velocity V , SOR (m/day)
and weir loading rate WLR (m/m².day)?.
b) One rectangular flocculator at dimension (L=10m, W=5m and H=2m),
Gt=3600. Find the velocity gradient in this tank?.

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