Irrigation Engineering The width of a meander belt is the transverse distance between Apex point of one curve and apex point of the reserve curve Two banks of meandering river None of these Apex point and the crossing Apex point of one curve and apex point of the reserve curve Two banks of meandering river None of these Apex point and the crossing ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The maximum rainfall depth of 300 mm in 24 hours has a return period of 100 years. The probability of 24 hours rainfall equal to or greater than 300 mm occurring at least once in 10 years is given by l-(0.9)100 (0.9)00 1 – (0.99)10 (0.99)10 l-(0.9)100 (0.9)00 1 – (0.99)10 (0.99)10 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering V and R are the regime mean velocity and hydraulic mean depth respectively in meters. Lacey's silt factor f is 2V²/√3 R 5V²/2R 2V²/5R 3V²/4R 2V²/√3 R 5V²/2R 2V²/5R 3V²/4R 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 superpassage syphon aqueduct syphon aqueduct superpassage syphon aqueduct ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the optimum depth of kor watering for a crop is 15.12 cm, the outlet factor for the crop for four week period in hectares per cumec, is 1500 1600 1700 1400 1500 1600 1700 1400 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The meander pattern of a river is developed by Average discharge Maximum discharge Critical discharge Dominant discharge Average discharge Maximum discharge Critical discharge Dominant discharge ANSWER DOWNLOAD EXAMIANS APP
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