Irrigation Engineering Vertical drop fall is satisfactory for a height upto 1.5 m 5.0 m 3.5 m 0.5 m 1.5 m 5.0 m 3.5 m 0.5 m ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The peak of a 4 hour flood hydrograph is 240 m3/sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m3/sec, then the peak of 4-hours unit hydrograph will be 35 m3/sec 20 m3/sec 30 m3/sec 25 m3/sec 35 m3/sec 20 m3/sec 30 m3/sec 25 m3/sec ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If 5 cm 4.5 cm 4 cm 6.0 cm 5 cm 4.5 cm 4 cm 6.0 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For diversion of flood water of rivers, the type of canal constructed, is Perennial canal Canal Inundation canal Ridge canal Perennial canal Canal Inundation canal Ridge canal ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The major resisting force in a gravity dam is water pressure uplift pressure self-weight of dam wave pressure water pressure uplift pressure self-weight of dam wave pressure ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The area between the isohyets 45 cm and 55 cm is 100 square km and between 55 cm and 65 cm is 150 square km. The average depth of annua! precipitation over the above basin of 250 square km will be 56 cm 55 cm 50 cm 60 cm 56 cm 55 cm 50 cm 60 cm ANSWER DOWNLOAD EXAMIANS APP
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