Irrigation Engineering The relation between probability (P) and recurrence interval (T) is given by PT2 = 1 P/T2 = 1 PT = 1 P/T = 1 PT2 = 1 P/T2 = 1 PT = 1 P/T = 1 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For the stability of a structure against seepage pressure according to Khosla's creep theory, the critical gradient is 0.25 1 Zero 0.5 0.25 1 Zero 0.5 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Side slopes generally kept for canals in loam soil, are: Both (A) and (B) 1½ : 1 in cutting and 2 : 1 in filling 1 : 1 in cutting and 1½ : 1 in filling Neither (A) nor (B) Both (A) and (B) 1½ : 1 in cutting and 2 : 1 in filling 1 : 1 in cutting and 1½ : 1 in filling Neither (A) nor (B) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If average particle size of the silt in millimeters is m, the Lacey's silt factor f is proportional to m1/3 m2/3 m1/2 m3 m1/3 m2/3 m1/2 m3 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The flow-mass curve is graphical representation of Discharge and time in chronological order Cumulative discharge, volume and time in chronological order Discharge and percentage probability of flow being equaled or exceeded Cumulative discharge and time Discharge and time in chronological order Cumulative discharge, volume and time in chronological order Discharge and percentage probability of flow being equaled or exceeded Cumulative discharge and time ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For smooth entry of water in a canal, the angle between head regulator and water is generally kept 110° 90° 120° 80° 110° 90° 120° 80° ANSWER DOWNLOAD EXAMIANS APP
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