- (A) 100 mm
- (B) more than 100 mm
- (C) less than 100 mm
- (D) none of the above
Civil Engineering Mcqs
- (A) rainfall intensity and time
- (B) rainfall depth and time
- (C) discharge and time
- (D) cumulative rainfall and time
- (A) is a medium head scheme
- (B) generates power during peak hours only
- (C) is suitable only on a perennial river
- (D) has no pondage at all
- (A) a low head scheme
- (B) a medium head scheme
- (C) a high head scheme
- (D) none of the above
- (A) scouring on concave side
- (B) silting on convex side
- (C) scouring on convex side and on concave side
- (D) scouring on concave side and silting on convex side
- (A) (0.99)10
- (B) 1 – (0.99)10
- (C) (0.9)’00
- (D) l-(0.9)100
- (A) slope-area method
- (B) area-velocity method
- (C) moving boat method
- (D) ultra-sonic method
- (A) perennial stream
- (B) intermittent stream
- (C) ephemeral stream
- (D) none of the above
- (A) demand cannot be met by inflow
- (B) reservoir was not full at the beginning
- (C) both (A) and (B)
- (D) none of the above
- (A) 1 + (0.9)010
- (B) 1 – (0.9)°l0
- (C) 1/(1-0.9°10)
- (D) 1/(1+ 0.9010)
