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 Super passage Aqueduct Syphon-aqueduct Syphon Super passage Aqueduct Syphon-aqueduct Syphon ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering River training for depth is achieved by groynes both (A) and (B) construction of dykes or leavees groynes and bandalling groynes both (A) and (B) construction of dykes or leavees groynes and bandalling ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For a catchment area of 120 km2, the equilibrium discharge in m3/hour of an S-curve obtained by the summation of 6 hour unit hydro graph is 0.6 x 106 7.2 xlO6 0.2 x 106 2.4 xlO6 0.6 x 106 7.2 xlO6 0.2 x 106 2.4 xlO6 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering According to Bligh's creep theory, percolating water flows along Straight path under the foundation of the dam Circular path under the foundation of the dam The outline of the base of the foundation of the dam None of these Straight path under the foundation of the dam Circular path under the foundation of the dam The outline of the base of the foundation of the dam None of these ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Garnett's diagrams are used for graphical solution of design equations of a canal by Lacey's theory Lindlay theory Kennedy's theory Gibb's theory Lacey's theory Lindlay theory Kennedy's theory Gibb's theory ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering For a proportional outlet, the flexibility is 1 zero greater than 1 between zero and 1 1 zero greater than 1 between zero and 1 ANSWER DOWNLOAD EXAMIANS APP
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