The drainage area of a town is 12 hectares. Its 40% area is hard pavement ( K = 0.85), the 40% area is unpaved streets (K = 0.20) and the remaining is wooded areas (K = 0.15). Assuming the time of concentration for the areas as 30 minutes and using the formula Ps = 900/(t + 60) the maximum run off is

Waste Water Engineering
The drainage area of a town is 12 hectares. Its 40% area is hard pavement ( K = 0.85), the 40% area is unpaved streets (K = 0.20) and the remaining is wooded areas (K = 0.15). Assuming the time of concentration for the areas as 30 minutes and using the formula Ps = 900/(t + 60) the maximum run off is

0.15 cumec

0.10 cumec

0.20 cumec

0.12 cumec

0.15 cumec

0.10 cumec

0.20 cumec

0.12 cumec

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Waste Water Engineering
In primary sedimentation, the 0.2 mm inorganic solids get separated if specific gravity is

2.65

2.55

2.5

2.25

2.65

2.55

2.5

2.25

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Waste Water Engineering
Nitrogen cycle of sewage, is

Liberation of ammonia-formation of nitrites-formation of nitrates-liberation of nitrogen

Liberation of nitrogen-liberation of ammonia-formation of nitrites- formation of nitrates

Liberation of nitrogen-formation of nitrates-formation of nitrites-liberation of ammonia

Formation of nitrates-formation of nitrites-liberation of nitrates-liberation of nitrates

Liberation of ammonia-formation of nitrites-formation of nitrates-liberation of nitrogen

Liberation of nitrogen-liberation of ammonia-formation of nitrites- formation of nitrates

Liberation of nitrogen-formation of nitrates-formation of nitrites-liberation of ammonia

Formation of nitrates-formation of nitrites-liberation of nitrates-liberation of nitrates

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Waste Water Engineering
An inverted siphon is designed generally for

Two pipes

One pipe

Three pipes

Four pipes

Two pipes

One pipe

Three pipes

Four pipes

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Waste Water Engineering
You are asked to design sewer pipes of diameters 0.4 m to 0.9 m at maximum flow, you will assume the sewer flow running at

Three fourth full

Two third full

Half full

Full depth

Three fourth full

Two third full

Half full

Full depth

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Waste Water Engineering
Traps

Create symphonic action to increase the quick disposal of sewerage

Dissolve the foul gases

Are water seals which prevent the entry of foul gases

Are used to trap the rats entering sewers

Create symphonic action to increase the quick disposal of sewerage

Dissolve the foul gases

Are water seals which prevent the entry of foul gases

Are used to trap the rats entering sewers

ANSWER DOWNLOAD EXAMIANS APP

Waste Water Engineering

Waste Water Engineering In primary sedimentation, the 0.2 mm inorganic solids get separated if specific gravity is

Waste Water Engineering Nitrogen cycle of sewage, is

Waste Water Engineering An inverted siphon is designed generally for

Waste Water Engineering You are asked to design sewer pipes of diameters 0.4 m to 0.9 m at maximum flow, you will assume the sewer flow running at

Waste Water Engineering Traps

Waste Water Engineering
In primary sedimentation, the 0.2 mm inorganic solids get separated if specific gravity is

Waste Water Engineering
Nitrogen cycle of sewage, is

Waste Water Engineering
An inverted siphon is designed generally for

Waste Water Engineering
You are asked to design sewer pipes of diameters 0.4 m to 0.9 m at maximum flow, you will assume the sewer flow running at

Waste Water Engineering
Traps