Civil Engineering - Waste Water Engineering
Exercise : Waste Water Engineering - Section 1
26.
Clogging of sewers, is caused due to
27.
A sewer pipe contains 1 mm sand particles of specific gravity 2.65 and 5 mm organic particles of specific gravity 1.2, the minimum velocity required for removing the sewerage, is
28.
The coagulant widely used for sewage treatment, is
29.
House connections to the laterals is generally made by
30.
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is
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