Irrigation Engineering Process of meandering is due to Discharge and hydraulic properties of streams Relative erodibility of the bed and banks All listed here Sediment load of streams Discharge and hydraulic properties of streams Relative erodibility of the bed and banks All listed here Sediment load of streams ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the R.L’s of canal bed level and high flood level of drainage are 212.0 m and 210.0 m respectively, then cross drainage work will be syphon aqueduct aqueduct syphon superpassage syphon aqueduct aqueduct syphon superpassage ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The ratio of the head recovered to the head put in, is known as Modular limit Efficiency Sensitivity Flexibility Modular limit Efficiency Sensitivity Flexibility ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Interception losses are due toi) evaporationii) transpirationiii) stream flowThe correct answer is (ii) and (iii) (i), (ii) and (iii) (i)and(ii) only (i) (ii) and (iii) (i), (ii) and (iii) (i)and(ii) only (i) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The width of a meander belt is the transverse distance between Two banks of meandering river Apex point of one curve and apex point of the reserve curve None of these Apex point and the crossing Two banks of meandering river Apex point of one curve and apex point of the reserve curve None of these Apex point and the crossing ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the straight sides of a triangular section of a lined canal with circular bottom of radius D, make an angle ? with horizontal, the hydraulic mean depth is D/5 D/2 D/3 D D/5 D/2 D/3 D ANSWER DOWNLOAD EXAMIANS APP
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