Irrigation Engineering For the upstream face of an earthen dam, the most adverse condition for stability of slope is sloughing of slope during construction steady seepage sudden drawdown sloughing of slope during construction steady seepage sudden drawdown ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For wave action in dams, the maximum height of freeboard is generally taken to be equal to (where hw is height of wave.) 0.5 hw 1.25 hw 1.50 hw 0.75 hw 0.5 hw 1.25 hw 1.50 hw 0.75 hw ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The kor depth for rice is 190 mm and kor period is 14 days. The outlet factor for this will be 972 hectares/m3/sec 1172 hectares/m3/sec 637 hectares/m3/sec 837 hectares/m3/sec 972 hectares/m3/sec 1172 hectares/m3/sec 637 hectares/m3/sec 837 hectares/m3/sec ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The useful moisture of soil, is equal to its Difference between filed capacity and permanent wilting point within the root zone of plants Saturation capacity Field capacity Moisture content at permanent wilting point Difference between filed capacity and permanent wilting point within the root zone of plants Saturation capacity Field capacity Moisture content at permanent wilting point ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The length and width of a meander and also the width of the river, vary roughly as Cube of the discharge Square of the discharge Square root of the discharge Discharge Cube of the discharge Square of the discharge Square root of the discharge Discharge ANSWER DOWNLOAD EXAMIANS APP
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 Syphon-aqueduct Super passage Syphon Aqueduct Syphon-aqueduct Super passage ANSWER DOWNLOAD EXAMIANS APP
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