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Waste Water Engineering

Waste Water Engineering
If the diameter of a sewer is 150 mm, the gradient required for generating self cleansing velocity, is

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

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Waste Water Engineering
If the depletion of oxygen is found to be 2.5 mg/litre after incubating 2.5 ml of sewage diluted to 250 ml for 5 days at 20°C, B.O.D. of the sewage is

150 mg/l
250 mg/l
50 mg/l
100 mg/l

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Waste Water Engineering
pH value of sludge during alkaline regression stage, is

More than 6
More than 7
Less than 7
Less than 6

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Waste Water Engineering
The most dangerous pollutant in vehicular emissions is

CO₂
CO₂
SO₂
O₂

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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
3
4
1.5

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Waste Water Engineering
Boussinesq’s equation for ascertaining unit pressure at a depth on sewers due to traffic loads, is

pt = 3H3p/2 Z5
pt = 2H3p/3 Z5
pt = 2H3p/3 Z5
pt = 3H3p/2 Z5

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