Irrigation Engineering Hydrodynamic pressure due to earthquake acts at a height of 4H/3π above the base 3H/4π above the base 4H/3π below the water surface, where H is the depth of water 3H/4π below the water surface 4H/3π above the base 3H/4π above the base 4H/3π below the water surface, where H is the depth of water 3H/4π below the water surface ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the R.L’s of canal bed level and high flood level of drainage are 212.0 m and 210.0 m respectively, then cross drainage work will be syphon aqueduct syphon aqueduct superpassage syphon aqueduct syphon aqueduct superpassage ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For diversion of flood water of rivers, the type of canal constructed, is Inundation canal Ridge canal Perennial canal Canal Inundation canal Ridge canal Perennial canal Canal ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For the design of major hydraulic structures on the canals, the method generally preferred to, is based on Electrical analogy method Khosla's method of independent variables Bligh's theory The relaxation method Electrical analogy method Khosla's method of independent variables Bligh's theory The relaxation method ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river bend characterized by silting scouring on concave side scouring on concave side and silting on convex side scouring on convex side and on concave side silting on convex side scouring on concave side scouring on concave side and silting on convex side scouring on convex side and on concave side silting on convex side ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Coefficient of discharge of an ogee spillway both (A) and (B) depends on depth of approach and upstream slope depends on downstream apron interference and downstream submergence remains constant both (A) and (B) depends on depth of approach and upstream slope depends on downstream apron interference and downstream submergence remains constant ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS