- (A) rainfall duration
- (B) rainfall excess
- (C) time base of direct runoff
- (D) discharge
Civil Engineering Mcqs
- (A) N/(m+l)
- (B) m/(N+l)
- (C) m/N
- (D) (N+l)/m
- (A) 20 3/sec
- (B) 25 m3/sec
- (C) 30 m3/sec
- (D) 35 m3/sec
- (A) 0.2 x 106
- (B) 0.6 x 106
- (C) 2.4 xlO6
- (D) 7.2 xlO6
- (A) basin characteristics only
- (B) storm characteristics only
- (C) both (A) and (B)
- (D) none of the above
- (A) non-modular outlet
- (B) flexible outlet
- (C) rigid module
- (D) none of the above
- (A) aqueduct and syphon aqueduct
- (B) aqueduct and super passage
- (C) super passage and canal syphon
- (D) level crossing
- (A) high flood drainage discharge is small
- (B) high flood drainage discharge is large and short lived
- (C) high flood drainage discharge is large and continues for a long time
- (D) none of the above
- (A) meander belt to meander length
- (B) meander length to meander belt
- (C) curved length along the channel to the direct axial length of the river reach
- (D) direct axial length of the river reach to curved length along the channel
- (A) presence of an excessive bed slope in the river
- (B) degradation
- (C) the extra turbulence generated by the excess of river sediment during floods
- (D) none of the above

