Irrigation Engineering The drainage water intercepting the canal can be disposed of by passing the canal below the drainage in level crossing aqueduct and syphon aqueduct aqueduct and super passage super passage and canal syphon level crossing aqueduct and syphon aqueduct aqueduct and super passage super passage and canal syphon ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In a chute spillway, the flow is usually uniform super critical critical subcritical uniform super critical critical subcritical ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Lacey, in regime conditions Both (a) and (b) Entire cross-section of the channel is generated at all points by the forces normal to the Neither (a) nor (b) Silt is kept in suspension by vertical components of eddies Both (a) and (b) Entire cross-section of the channel is generated at all points by the forces normal to the Neither (a) nor (b) Silt is kept in suspension by vertical components of eddies ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The main cause of meandering is the extra turbulence generated by the excess of river sediment during floods presence of an excessive bed slope in the river None of these degradation the extra turbulence generated by the excess of river sediment during floods presence of an excessive bed slope in the river None of these degradation ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the straight sides of a triangular section of a lined canal with circular bottom of radius D, make an angle ? with horizontal, the hydraulic mean depth is D/5 D D/3 D/2 D/5 D D/3 D/2 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The maximum average depth due to one day storm over an area of 100 km2 is 100 mm. Depth-Area-Duration (DAD) curves indicate that for the same area of 100 km2 the maximum average depth for a 3 hour storm will be more than 100 mm less than 100 mm 100 mm None of these more than 100 mm less than 100 mm 100 mm None of these ANSWER DOWNLOAD EXAMIANS APP
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