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Waste Water Engineering

Waste Water Engineering
For drainage pipes in buildings the test applied before putting them to use, is

All listed here
Water test
Straightness test
Smoke test

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Waste Water Engineering
Sewer pipes are designed for maximum discharge with 25% to 33% vacant cross-sectional area for

Unexpected increase in the population
Under estimates of maximum and average flows
All of these
Unexpected large scale infiltration of stream water

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

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

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Waste Water Engineering
House connections to the laterals is generally made by

P.C.C.
Glazed stonewares
R.C.C.
Cast iron

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Waste Water Engineering
Self-cleansing velocity is

Velocity of water at flushing
Velocity at dry weather flow
Velocity at which no accumulation remains in the drains
Velocity of water in a pressure filter

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Waste Water Engineering
For estimating the peak run off the rational formula Q = 0.0278 KpA was evolved by

Frubling
Lloyd Davis
All listed here
Kinchling

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