Irrigation Engineering The relation between probability (P) and recurrence interval (T) is given by PT2 = 1 P/T2 = 1 P/T = 1 PT = 1 PT2 = 1 P/T2 = 1 P/T = 1 PT = 1 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Kennedy, the critical velocity (V₀) in meters in a channel is the mean velocity which keeps the channel free from silting or scouring. Its value is given by (where m is critical velocity ratio and D is the depth of the channel). V₀ = 0.84 mD0.64 V₀ = 0.55 mD0.64 V₀ = 0.55 mD0.54 V₀ = 0.84 mD0.54 V₀ = 0.84 mD0.64 V₀ = 0.55 mD0.64 V₀ = 0.55 mD0.54 V₀ = 0.84 mD0.54 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Garnett's diagrams are used for graphical solution of design equations of a canal by Lindlay theory Lacey's theory Kennedy's theory Gibb's theory Lindlay theory Lacey's theory Kennedy's theory Gibb's theory ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The water face of the guide banks, is protected by One men stone pitching Four man stone pitching Two man stone pitching Three man stone pitching One men stone pitching Four man stone pitching Two man stone pitching Three man stone pitching ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Canals taken off from ice-fed perennial rivers, are known Inundation canals Perennial canals Ridge canals Permanent canals Inundation canals Perennial canals Ridge canals Permanent canals ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering When a canal flowing under pressure is carried below a natural drainage such that its F.S.L. does not touch the underside of the supporting structure, the structure so provided, is called Syphon-aqueduct Syphon Aqueduct Super passage Syphon-aqueduct Syphon Aqueduct Super passage ANSWER DOWNLOAD EXAMIANS APP
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