Irrigation Engineering If D₁ and D₂ are depths of water upstream and downstream of a hydraulic jump, the loss of head at the jump, is (D₂ - D₁)3/4D₁D₂ (D₂ - D₁)3/D₁D₂ (D₂ - D₁)3/3D₁D₂ (D₂ - D₁)3/2D₁D₂ (D₂ - D₁)3/4D₁D₂ (D₂ - D₁)3/D₁D₂ (D₂ - D₁)3/3D₁D₂ (D₂ - D₁)3/2D₁D₂ ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The unit hydrograph due to a storm may be obtained by dividing the ordinates of the direct runoff hydrograph by total rainfall period of storm None of these direct runoff volume total rainfall period of storm None of these direct runoff volume ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The Lacey's regime velocity is proportional to Q3/4 S1/3 R1/2 S3/4 R2/3 S1/2 R3/4 S1/3 Q3/4 S1/3 R1/2 S3/4 R2/3 S1/2 R3/4 S1/3 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In a Sarda type fall, the rectangular crest, may be used for discharge up to 20 cumecs 6 cumecs 10 cumecs 14 cumecs 20 cumecs 6 cumecs 10 cumecs 14 cumecs 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 837 hectares/m3/sec 637 hectares/m3/sec 1172 hectares/m3/sec 972 hectares/m3/sec 837 hectares/m3/sec 637 hectares/m3/sec 1172 hectares/m3/sec 972 hectares/m3/sec ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The ratio of the average load to the installed capacity of the plant whose reserve capacity is zero will be equal to Utilization factor Load factor Both load and plant factor Plant factor Utilization factor Load factor Both load and plant factor Plant factor ANSWER DOWNLOAD EXAMIANS APP
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