Exercise-2 A surface water treatment plant is to process 30000 m'/d for a large city. A cubic rapid mixing tank will be used to blend 35 mg/L of alum solution with the flow during a detention time of 2 minutes. The solution temperature is 22AC with a viscosity of 9.6 x 10 kg/m/s. Determine the following: a) Quantity of alum coagulant added (kg/day). b) Tank dimensions. c) Power input (kW) necessary for a velocity gradient (G) of 900 s. G=V(P/ µV) Q- V/t
Exercise-2 A surface water treatment plant is to process 30000 m'/d for a large city. A cubic rapid mixing tank will be used to blend 35 mg/L of alum solution with the flow during a detention time of 2 minutes. The solution temperature is 22AC with a viscosity of 9.6 x 10 kg/m/s. Determine the following: a) Quantity of alum coagulant added (kg/day). b) Tank dimensions. c) Power input (kW) necessary for a velocity gradient (G) of 900 s. G=V(P/ µV) Q- V/t
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Exercise-2
A surface water treatment plant is to process 30000 m/d for a
large city. A cubic rapid mixing tank will be used to blend 35 mg/L
of alum solution with the flow during a detention time of 2
minutes. The solution temperature is 22AC with a viscosity of 9.6
x 104 kg/m/s.
Determine the following:
a) Quantity of alum coagulant added (kg/day).
b) Tank dimensions.
c) Power input (kW) necessary for a velocity gradient (G) of
900 s.
G =V(P/ uV)
Q= V/t
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