Irrigation Engineering When a canal flowing under pressure is carried below a natural drainage such that its F.S.L. does not touch the underside of the supporting structure, the structure so provided, is called Syphon-aqueduct Super passage Aqueduct Syphon Syphon-aqueduct Super passage Aqueduct Syphon ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Horizontal acceleration due to earthquake results in hydrodynamic pressure inertia force into the body of the dam None of these both (A) and (B) hydrodynamic pressure inertia force into the body of the dam None of these both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A hydraulic jump is generally formed when a stream moving with A hyper-critical velocity meets a stream moving with a sub-critical velocity A sub-critical velocity meets a stream moving with a hyper-critical velocity A hyper-critical velocity meets a stream moving with a critical velocity A hyper-critical velocity meets a stream moving with a hyper-critical velocity A hyper-critical velocity meets a stream moving with a sub-critical velocity A sub-critical velocity meets a stream moving with a hyper-critical velocity A hyper-critical velocity meets a stream moving with a critical velocity A hyper-critical velocity meets a stream moving with a hyper-critical velocity ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A deep well is weaker structurally than a shallow well has more discharge than a shallow well both (A) and (B) is always deeper than a shallow well is weaker structurally than a shallow well has more discharge than a shallow well both (A) and (B) is always deeper than a shallow well ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Optimum depth of kor watering for rice is 190 mm 135 mm 215 mm 165 mm 190 mm 135 mm 215 mm 165 mm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Vertical drop fall is satisfactory for a height upto 5.0 m 1.5 m 3.5 m 0.5 m 5.0 m 1.5 m 3.5 m 0.5 m ANSWER DOWNLOAD EXAMIANS APP