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Waste Water Engineering

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

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

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Waste Water Engineering
The discharge per unit plan area of a sedimentation tank, is generally called

All of these
Over flow velocity
Over flow rate
Surface loading

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Waste Water Engineering
For sewer mains of 0.5 to 1 m diameter, the ratio of maximum daily sewage flow to the average daily sewage flow is assumed

2.5
1.5
2
3

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Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

1 in 100
1 in 60
None of these
1 in 120

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Waste Water Engineering
The sewer which resists sulphide corrosion, is

Cast iron sewer
Lead sewer
R.C. sewer
Brick sewer

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Waste Water Engineering
Sewer pipes are designed for maximum discharge with 25% to 33% vacant cross-sectional area for

Unexpected large scale infiltration of stream water
All of these
Under estimates of maximum and average flows
Unexpected increase in the population

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