For estimating the peak run off the rational formula Q = 0.0278 KpA was evolved by______________?
The most effective arrangement for diverting excess storm water into a natural drainage, is____________________?
For a peak discharge of 0.0157 cumec, with a velocity of 0.9 m/sec, the diameter of the sewer main, is________________?
You are asked to design sewer pipes of diameters 0.4 m to 0.9 m at maximum flow, you will assume the sewer flow running at___________________?
If D.O. concentration falls down to zero in any natural drainage, it indicates the zone of__________________?
In sewers the highest non-scouring velocity is achieved in________________?
The suitable cross-section of sewers to carry combined flow, is__________________?
The minimum recommended diameter of sewers, is_________________?
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________________?
The settlement of a particle in sedimentation tank, is affected by_____________________?
