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Waste Water Engineering

Waste Water Engineering
For the COD test of sewage, organic matter is oxidised by K₂Cr₂O₇ in the presence of

HCl
H₂SO₄
None of these
HNO₃

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

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Waste Water Engineering
The minimum diameter of a sewer is kept

25 cm
20 cm
15 cm
10 cm

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Waste Water Engineering
If D is the diameter of a circular sewer and D’ is the top horizontal diameter of an equivalent egg shaped section, the relationship which holds good, is

D’ = 0.94 D
D’ = 0.74 D
D’ = 0.84 D
D’ = 0.64 D

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Waste Water Engineering
The layers of vegetable wastes and night soil alternatively piled above the ground to form a mound, is called

Windrow
A heap
Plateau
None of these

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Waste Water Engineering
The underground sewers are more subjected to

Shearing force
Tensile force
Bending force
Compressive force

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