Irrigation Engineering S-hydrograph is used to obtain unit hydrograph of shorter duration from longer duration longer duration from shorter duration both (A) and (B) None of these shorter duration from longer duration longer duration from shorter duration both (A) and (B) None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river bend characterized by silting scouring on convex side and on concave side scouring on concave side silting on convex side scouring on concave side and silting on convex side scouring on convex side and on concave side scouring on concave side silting on convex side scouring on concave side and silting on convex side ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Horizontal acceleration due to earthquake results in both (A) and (B) hydrodynamic pressure inertia force into the body of the dam None of these both (A) and (B) hydrodynamic pressure inertia force into the body of the dam None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The maximum rainfall depth of 300 mm in 24 hours has a return period of 100 years. The probability of 24 hours rainfall equal to or greater than 300 mm occurring at least once in 10 years is given by 1 – (0.99)10 (0.99)10 l-(0.9)100 (0.9)00 1 – (0.99)10 (0.99)10 l-(0.9)100 (0.9)00 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If Δ is the depth of water in metres, B is the number of days of base period and D is the duty in hectare/cumec, the relationship which holds good, is D = Δ (8.64 D/B) D = (8.6 Δ/B) Δ = (8.6 B/D) B = Δ (8.64 B/D) D = Δ (8.64 D/B) D = (8.6 Δ/B) Δ = (8.6 B/D) B = Δ (8.64 B/D) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The relation between probability (P) and recurrence interval (T) is given by PT2 = 1 P/T2 = 1 P/T = 1 PT = 1 PT2 = 1 P/T2 = 1 P/T = 1 PT = 1 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS