Irrigation Engineering The main cause of meandering is presence of an excessive bed slope in the river None of these the extra turbulence generated by the excess of river sediment during floods degradation presence of an excessive bed slope in the river None of these the extra turbulence generated by the excess of river sediment during floods degradation ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Vertical drop fall is satisfactory for a height upto 5.0 m 0.5 m 3.5 m 1.5 m 5.0 m 0.5 m 3.5 m 1.5 m ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The depth of the crest of a scouring sluice below the crest of a head regulator, is generally kept 0.20 m 1.20 m 2.20 m 3.20 m 0.20 m 1.20 m 2.20 m 3.20 m ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The meander pattern of a river is developed by Maximum discharge Critical discharge Average discharge Dominant discharge Maximum discharge Critical discharge Average discharge Dominant discharge ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The forces, which are considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition, arei) Water pressureii) Self weightiii) Upliftiv) Pressure due to earthquakeThe correct answer is (i), (ii) and (iv) Only (ii) (i), (ii) and (iii) (i), (ii), (iii) and (iv) (i), (ii) and (iv) Only (ii) (i), (ii) and (iii) (i), (ii), (iii) and (iv) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The most suitable material for the central impervious core of a zoned embankment type dam is coarse sand clay silty clay clay mixed with fine sand coarse sand clay silty clay clay mixed with fine sand ANSWER DOWNLOAD EXAMIANS APP
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