Irrigation Engineering Cyclonic precipitation is caused by lifting of an air mass due to natural topographical barriers All of these temperature difference pressure difference natural topographical barriers All of these temperature difference pressure difference ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Which of the following is a non-recording raingauge ? floating type raingauge Steven’s weighing type raingauge Simon’s raingauge tipping bucket type raingauge floating type raingauge Steven’s weighing type raingauge Simon’s raingauge tipping bucket type raingauge ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The saturation line is the line up to which banks get saturated after the canal runs for some time. The saturation gradient in ordinary loam soil, is generally 0.12569444444444 0.20902777777778 0.084027777777778 0.16736111111111 0.12569444444444 0.20902777777778 0.084027777777778 0.16736111111111 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The unit hydrograph due to a storm may be obtained by dividing the ordinates of the direct runoff hydrograph by total rainfall period of storm None of these direct runoff volume total rainfall period of storm None of these direct runoff volume ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the irrigation efficiency is 80%, conveyance losses are 20% and the actual depth of watering is 16 cm, the depth of water required at the canal outlet, is 10 cm 15 cm 20 cm 25 cm 10 cm 15 cm 20 cm 25 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In a Sarda type fall, the rectangular crest, may be used for discharge upto 14 cumecs 6 cumecs 20 cumecs 10 cumecs 14 cumecs 6 cumecs 20 cumecs 10 cumecs ANSWER DOWNLOAD EXAMIANS APP
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