Irrigation Engineering For a catchment area of 120 km2, the equilibrium discharge in m3/hour of an S-curve obtained by the summation of 6 hour unit hydro graph is 0.2 x 106 2.4 xlO6 7.2 xlO6 0.6 x 106 0.2 x 106 2.4 xlO6 7.2 xlO6 0.6 x 106 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div=""> 7.5 cm 4.5 cm 9.0 cm 6.0 cm 7.5 cm 4.5 cm 9.0 cm 6.0 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Side slopes generally kept for canals in loam soil, are: Both (A) and (B) Neither (A) nor (B) 1½ : 1 in cutting and 2 : 1 in filling 1 : 1 in cutting and 1½ : 1 in filling Both (A) and (B) Neither (A) nor (B) 1½ : 1 in cutting and 2 : 1 in filling 1 : 1 in cutting and 1½ : 1 in filling ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For the design of major hydraulic structures on the canals, the method generally preferred to, is based on The relaxation method Electrical analogy method Bligh's theory Khosla's method of independent variables The relaxation method Electrical analogy method Bligh's theory Khosla's method of independent variables ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In a Sarda type fall, the rectangular crest, may be used for discharge upto 6 cumecs 10 cumecs 20 cumecs 14 cumecs 6 cumecs 10 cumecs 20 cumecs 14 cumecs ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Canals constructed for draining off water from water logged areas, are known Inundation canals Contour canals Valley canals Drains Inundation canals Contour canals Valley canals Drains ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS