- (A) zero
- (B) between zero and 1
- (C) 1
- (D) greater than 1
Civil Engineering Mcqs
- (A) 0.5 xc
- (B) 0.75 TC
- (C) xc
- (D) 1.33 TC
- (A) submerged pipe outlet
- (B) Kennedy’s gauge outlet
- (C) Gibb’s outlet
- (D) none of the above
- (A) vertical drop fall
- (B) glacis fall
- (C) Montague type fall
- (D) inglis fall
- (A) vertical drop fall
- (B) flumed glacis fall
- (C) unflumed glacis fall
- (D) all of the above
- (A) hydrodynamic pressure
- (B) inertia force into the body of the dam
- (C) both (A) and (B)
- (D) none of the above
- (A) water pressure
- (B) wave pressure
- (C) self-weight of dam
- (D) uplift pressure
- (A) B/2
- (B) B/3
- (C) B/4
- (D) B/6
- (A) are costlier
- (B) are less susceptible to failure
- (C) require sound rock foundations
- (D) require less skilled labour
- (A) drainage filters
- (B) relief wells
- (C) drain trenches
- (D) provision of downstream berms
