Irrigation Engineering A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div=""> 7.5 cm 6.0 cm 9.0 cm 4.5 cm 7.5 cm 6.0 cm 9.0 cm 4.5 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Which of the following is a non-recording raingauge ? Simon’s raingauge Steven’s weighing type raingauge floating type raingauge tipping bucket type raingauge Simon’s raingauge Steven’s weighing type raingauge floating type raingauge tipping bucket type raingauge ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Trap efficiency of a reservoir is a function of None of these capacity/outflow ratio outflow/inflow ratio capacity/inflow ratio None of these capacity/outflow ratio outflow/inflow ratio capacity/inflow ratio ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A river is said to be of All of these Degrading type if it cuts its bed to a certain slope Aggrading type if it builds up its bed to a certain slope Meandering type if it flows in sinuous curve All of these Degrading type if it cuts its bed to a certain slope Aggrading type if it builds up its bed to a certain slope Meandering type if it flows in sinuous curve ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering When the reservoir is full, the maximum compressive force in a gravity dam is produced at centre of base within the middle third of base at the toe at the heel at centre of base within the middle third of base at the toe at the heel ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The downstream expansion head of a guide bank is extended to subtend an angle at the centre, equal to 90° 60° 30° 45° 90° 60° 30° 45° ANSWER DOWNLOAD EXAMIANS APP
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