If the loss due to friction in pipes is 4 m, the total losses in strainer and bends may be taken as_______.

Civil Engineering : Water Resources Engineering - Quiz(MCQ)

1.0 m

0.5 m

0.20 m

0.10 m

Correct Answer : 1.0 m

Recently Updated in Water Resources Engineering Questions

The theory of infiltration capacity was given by____.

Robert E. Horten

W.W. Horner

Merrill Bernard

Le-Roy K. Shermen

Correct Answer : Option (A) : Robert E. Horten

Ryve's formula for flood estimate in cumecs, is______.

Q = CA^1/4

Q = CA^3/4

Q = CA^1/2

Q = CA^2/3

Correct Answer : Option (D) : Q = CA^2/3

Levees and flood walls,_____.

are means of controlling floods

are designed with adequate dimensions

are never provided free-boards

are designed to carry unbalanced water load

Correct Answer : Option (C) : are never provided free-boards