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Waste Water Engineering

Waste Water Engineering
In 1000 kg of sewage, the total solids approximate

0.5 to 1.0 kg
5 kg to 7.5 kg
1 kg to 2.0 kg
7.5 kg to 10 kg

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Waste Water Engineering
The ratio of minimum hourly flow to the average flow of sewage is

43832
43834
43833
43894

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Waste Water Engineering
The formula V = (1/n) r2/3

Bazin’s formula
Chezy’s formula
Kutter’s formula
Manning’s formula

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m, is

2
1.5
3
4

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Waste Water Engineering
In a fully mechanised composting plant, involves

Mechanized segregation
Mechanized receipt
Mechanized pulverising of refuse
All of these

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Waste Water Engineering
The sewage treatment units in which anaerobic decomposition of organic matter is used, are called

Imhoff tanks
Trickling filters
Sludge sedimentation tanks
None of these

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