Civil Engineering - Waste Water Engineering
Exercise : Waste Water Engineering - Section 2
6.
The digested sludge from septic tanks, is removed after a maximum period of
7.
For providing an Indian type W.C., the R.C.C. slabs in the toilet portion
8.
The gradient of sewers depends upon
9.
The settling velocity of the particles larger than 0.06 mm in a settling tank of depth 2.4 is 0.33 m per sec. The detention period recommended for the tank, is
10.
The drop man holes are generally provided in sewers for
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