Boussinesq's equation for ascertaining unit pressure at a depth H on sewers due to traffic loads, is
Options
A.
B.
C.
D.
E. none of these.
Correct Answer
Waste Water Engineering problems
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1. D is the diameter of a circular sewer and ? is the side of a square section sewer. If both are hydraulically equivalent, the relationship which holds good, is
5. If ?w is the unit weight of water, r the hydraulic mean depth of the sewer and S the bed slope of the sewer, then the tractive force exerted by flowing water, is