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Waste Water Engineering

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

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

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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
The suitable cross-section of sewers to carry combined flow, is

Egg shaped
Horse shoe shaped
Circular
Rectangular

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Waste Water Engineering
Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to

Initial demand
All of these
Carbonaceous demand
First stage demand

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Waste Water Engineering
Bottom openings 15 cm × 15 cm in the standing baffle wall are provided

30 cm c/c
22.5 cm c/c
50 cm c/c
15 cm c/c

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Waste Water Engineering
Hazen’s formula VS = 418 (GS – Gw)d [(3T + 70)/100] is used for the settlement velocity of the particles of diameter

Greater than 0.1 mm
Less than 0.1 mm
Less than 0.01 mm
Less than 0.05 mm

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