Irrigation Engineering Which of the following spillways is least suitable for an earthen dam ? shaft spillway chute spillway ogee spillway side channel spillway shaft spillway chute spillway ogee spillway side channel spillway ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The velocity of drainage water in the barrels of a syphon-aqueduct, is normally limited to 1 to 2 m per second 4 to 5 m per second 3 to 4 m per second 2 to 3 m per second 1 to 2 m per second 4 to 5 m per second 3 to 4 m per second 2 to 3 m per second ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Lacey's equation for calculating flood discharge in rivers, is V = 10.8 R1/3 S2/3 V = 10.8 R2/3 S1/2 V = 10.8 R1/2 S1/2 V = 10.8 R2/3 S1/3 V = 10.8 R1/3 S2/3 V = 10.8 R2/3 S1/2 V = 10.8 R1/2 S1/2 V = 10.8 R2/3 S1/3 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Pick up the correct statement from the following and answer All of these In a level crossing, a crest with its top at the canal F.S.L. is provided across the drainage at its up-stream junction with canal In a level crossing, a cross regulator is provided on the canal below the crossing In a level crossing a regulator is provided across the drainage at its down-stream All of these In a level crossing, a crest with its top at the canal F.S.L. is provided across the drainage at its up-stream junction with canal In a level crossing, a cross regulator is provided on the canal below the crossing In a level crossing a regulator is provided across the drainage at its down-stream ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering An artesian aquifer is the one where water surface under the ground is at atmospheric pressure water table serves as upper surface of zone of saturation water is under pressure between two impervious strata None of these water surface under the ground is at atmospheric pressure water table serves as upper surface of zone of saturation water is under pressure between two impervious strata None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If there are two canals taking off from each flank of a river, then there will be one divide wall and one undersluice two divide walls and two undersluices one divide wall and two undersluices two divide walls and one undersluice one divide wall and one undersluice two divide walls and two undersluices one divide wall and two undersluices two divide walls and one undersluice ANSWER DOWNLOAD EXAMIANS APP
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