S Effluent from the aeration stage flown at 200 MLD into coagulation chamber. Determine the volume and mixture power for gradient velocity at 800 s-¹. Then, modify the power value to produce range of velocity gradient that is able to maintain a sweep coagulation reaction in the rapid mixer. States the range of power required for this removal mechanism. (Dynamic viscosity, 1.06 x 10-³ Pa.s: t = : 1s)

S Effluent from the aeration stage flown at 200 MLD into coagulation chamber. Determine the volume and mixture power for gradient velocity at 800 s-¹. Then, modify the power value to produce range of velocity gradient that is able to maintain a sweep coagulation reaction in the rapid mixer. States the range of power required for this removal mechanism. (Dynamic viscosity, 1.06 x 10-³ Pa.s: t = : 1s)

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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A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

Effluent from the aeration stage flown at 200 MLD into coagulation chamber. Determine
the volume and mixture power for gradient velocity at 800 s¯¹. Then, modify the power
value to produce range of velocity gradient that is able to maintain a sweep coagulation
reaction in the rapid mixer. States the range of power required for this removal mechanism.
(Dynamic viscosity, 1.06 x 10-³ Pa.s: t = 1s)

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