For estimating the peak run off the rational formula Q = 0.0278 KpA was evolved by______________?

Related Mcqs:

Design period of 40 to 50 years is adopted for_________________?

A. Branch sewers B. Main sewers C. Trunk sewers D. All the above...

The ratio of design discharge to the surface area of a sedimentation tank is called____________________?

A. Surface loading B. Overflow rate C. Overflow velocity D. All of these...

The coagulant widely used for sewage treatment, is_________________?

A. Alum B. Ferric chloride C. Ferric sulphate D. Chlorinated copperas...

The settlement of a particle in sedimentation tank, is affected by_____________________?

A. Velocity of flow B. Viscosity of water C. Size and shape of solid D. All the above...

weight of water, the hydraulic mean depth of the sewer and the bed slope w is the unit of the sewer, then the tractive force exerted by flowing water, is________________________?

A. w r S S B. w r1/2 C. w r S D. w r2/3...