Irrigation Engineering In a canal syphon, the flow is Under negative pressure Under atmospheric pressure With critical velocity Pipe flow Under negative pressure Under atmospheric pressure With critical velocity Pipe flow ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Infiltration capacity changes with time changes with location is a constant factor changes with both time and location changes with time changes with location is a constant factor changes with both time and location ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A hydraulic structure is designed to withstand Seepage forces All of these Hydraulic jump Hydraulic pressure Seepage forces All of these Hydraulic jump Hydraulic pressure ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A deep well has more discharge than a shallow well is weaker structurally than a shallow well is always deeper than a shallow well both (A) and (B) has more discharge than a shallow well is weaker structurally than a shallow well is always deeper than a shallow well both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If B and d are the bed width and depth of a channel in meters, the combined losses due to evaporation and seepage in cumecs per kilometer length of the channel, is (1/150) × (B + d)2/3 (1/200) × (B + d)2/3 (1/50) × (B + d)2/3 (1/100) × (B + d)2/3 (1/150) × (B + d)2/3 (1/200) × (B + d)2/3 (1/50) × (B + d)2/3 (1/100) × (B + d)2/3 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The difference in level between the top of a bank and supply level in a canal, is called Height of bank None of these Berm Free board Height of bank None of these Berm Free board ANSWER DOWNLOAD EXAMIANS APP
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