The characteristics of primary and secondary settling units of activated sludge process is given below. Design a gravity thickener for the combined mixture of sludge from both tanks. Assume the solid loading rate is 40 kg/ m?.d. The specific gravity of combined sludge is 1.02 and provide two circular thickeners. Type of sludge Primary settling unit Secondary settling unit Specific gravity (assumed) Solid % Flow rate (m'ld) 1.03 2.5 140 1.005 0.6 350
The characteristics of primary and secondary settling units of activated sludge process is given below. Design a gravity thickener for the combined mixture of sludge from both tanks. Assume the solid loading rate is 40 kg/ m?.d. The specific gravity of combined sludge is 1.02 and provide two circular thickeners. Type of sludge Primary settling unit Secondary settling unit Specific gravity (assumed) Solid % Flow rate (m'ld) 1.03 2.5 140 1.005 0.6 350
Chapter2: Loads On Structures
Section: Chapter Questions
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![The characteristics of primary and secondary settling units of activated sludge process is given
below. Design a gravity thickener for the combined mixture of sludge from both tanks. Assume the
solid loading rate is 40 kg / m?.d. The specific gravity of combined sludge is 1.02 and provide two
circular thickeners.
Type of sludge
Primary settling unit
Secondary settling unit
Specific gravity (assumed)
Solid %
Flow rate (m'ld)
1.03
2.5
140
1.005
0.6
350](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9101caba-1567-41d5-9d97-285659fc7307%2F12c8ca4f-88be-4360-a2d1-a7a66e468410%2Ftgk088oc_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The characteristics of primary and secondary settling units of activated sludge process is given
below. Design a gravity thickener for the combined mixture of sludge from both tanks. Assume the
solid loading rate is 40 kg / m?.d. The specific gravity of combined sludge is 1.02 and provide two
circular thickeners.
Type of sludge
Primary settling unit
Secondary settling unit
Specific gravity (assumed)
Solid %
Flow rate (m'ld)
1.03
2.5
140
1.005
0.6
350
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