Irrigation Engineering Lacey's equation for calculating flood discharge in rivers, is V = 10.8 R2/3 S1/2 V = 10.8 R1/2 S1/2 V = 10.8 R1/3 S2/3 V = 10.8 R2/3 S1/3 V = 10.8 R2/3 S1/2 V = 10.8 R1/2 S1/2 V = 10.8 R1/3 S2/3 V = 10.8 R2/3 S1/3 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The state of the soil when plants fail to extract sufficient water for their requirements, is Maximum saturated point Ultimate utilization point None of these Permanent wilting point Maximum saturated point Ultimate utilization point None of these Permanent wilting point ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A 70% index of wetness means None of these rain excess of 30% rain deficiency of 70% rain deficiency of 30% None of these rain excess of 30% rain deficiency of 70% rain deficiency of 30% ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The width of a meander belt is the transverse distance between 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 Apex point of one curve and apex point of the reserve curve Two banks of meandering river None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Borrow pits should preferably be located in Fields on both sides of the canal Field on the left side of the canal Field on the right side of the canal Central half width of the section of the canal Fields on both sides of the canal Field on the left side of the canal Field on the right side of the canal Central half width of the section of the canal ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For the design of major hydraulic structures on the canals, the method generally preferred to, is based on Electrical analogy method Khosla's method of independent variables The relaxation method Bligh's theory Electrical analogy method Khosla's method of independent variables The relaxation method Bligh's theory ANSWER DOWNLOAD EXAMIANS APP
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