Irrigation Engineering Canals taken off from ice-fed perennial rivers, are known Perennial canals Permanent canals Ridge canals Inundation canals Perennial canals Permanent canals Ridge canals Inundation canals ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Hydrodynamic pressure due to earthquake acts at a height of 3H/4π above the base 3H/4π below the water surface 4H/3π above the base 4H/3π below the water surface, where H is the depth of water 3H/4π above the base 3H/4π below the water surface 4H/3π above the base 4H/3π below the water surface, where H is the depth of water ANSWER DOWNLOAD EXAMIANS APP
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 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 Two banks of meandering river ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If H and d are the water depth and drop in the bed level at a Sarda fall, the width B of the trapezoidal crest, is given by B = 0.33 √(H + d) B = 0.55 √(H + d) B = 0.22 √(H + d) B = 0.44 √(H + d) B = 0.33 √(H + d) B = 0.55 √(H + d) B = 0.22 √(H + d) B = 0.44 √(H + d) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Groynes are generally built Perpendicular to the bank Inclined downstream up to 30° All listed here Inclined up stream up to 30° Perpendicular to the bank Inclined downstream up to 30° All listed here Inclined up stream up to 30° ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The discharge passing over an ogee spillway is given by (where, L is effective length of spillway crest and H is the total head over the spillway crest including velocity head.) CLH3/2 CLH5/2 CHL3/2 CLH1/2 CLH3/2 CLH5/2 CHL3/2 CLH1/2 ANSWER DOWNLOAD EXAMIANS APP
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