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Waste Water Engineering

Waste Water Engineering
The settlement velocity of a solid (diameter 0.5 mm, specific gravity 1.75) in water having temperature 10°C, is

413.5 cm/sec
500 cm/sec
313.5 cm/sec
213.5 cm/sec

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Waste Water Engineering
Hume steel pipes are

Steel pipes
Steel shell coated from inside with cement mortar
Both B and C
Steel shell coated from outside with cement mortar

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Waste Water Engineering
In a sludge digestion tank if the moisture content of sludge V1 litres is reduced from p1 % to p2 % the volume V2 is

[(100 – P1)/(100 + P2)] V1
[(100 + P1)/(100 – P2)] V1
[(100 – P1)/(100 – P2)] V1
[(100 + P2)/(100 – P1)] V1

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Waste Water Engineering
In sewers designed with self cleansing velocity,

Both silting and scouring occur at the bottom
Neither silting nor scouring occurs at the bottom
The bottom is silted
The bottom is scoured

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

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

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Waste Water Engineering
In septic tanks, decomposition of organic bacteria, is done by

None of these
Both types of bacterias
Anaerobic bacteria
Aerobic bacteria

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