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Waste Water Engineering

Waste Water Engineering
For house drainage minimum gradient is

1 in 10
1 in 400
1 in 60
1 in 80

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Waste Water Engineering
depends upon The Chezy’s constant C in the formula V = C

All listed here
Roughness of sewer surface
Size of the sewer
Shape of the sewer

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Waste Water Engineering
The porosity of sediments in sewer pipes, is usually taken as

0.01
0.013
0.011
0.012

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Waste Water Engineering
If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is

5 hours
4 hours
3 hours
2 hours

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

Egg shaped
Rectangular
Horse shoe shaped
Circular

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Waste Water Engineering
If q is the average sewage flow from a city of population P, the maximum sewage flow

Q = [(18 + )/(4 + )] q
Q = [(5 + )/((15 + )] q
Q = [(18 + P)/(4 + )] q
Q = [(4 + )/(18 + )] q

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