Irrigation Engineering Lacey's equation for calculating flood discharge in rivers, is V = 10.8 R1/3 S2/3 V = 10.8 R2/3 S1/3 V = 10.8 R1/2 S1/2 V = 10.8 R2/3 S1/2 V = 10.8 R1/3 S2/3 V = 10.8 R2/3 S1/3 V = 10.8 R1/2 S1/2 V = 10.8 R2/3 S1/2 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Pick up the correct statement from the following sentence The escapes must lead the surplus water to natural drainages All of these The escapes are aligned to take advantage of contours of lower values Escapes are essential safety valves in a canal system The escapes must lead the surplus water to natural drainages All of these The escapes are aligned to take advantage of contours of lower values Escapes are essential safety valves in a canal system ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The water face of the guide banks, is protected by Two man stone pitching One men stone pitching Three man stone pitching Four man stone pitching Two man stone pitching One men stone pitching Three man stone pitching Four man stone pitching ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The shape of recession limb of a hydrograph depends upon None of these Basin characteristics only Both (A) and (B) Storm characteristics only None of these Basin characteristics only Both (A) and (B) Storm characteristics only ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The meander pattern of a river is developed by Critical discharge Dominant discharge Average discharge Maximum discharge Critical discharge Dominant discharge Average discharge Maximum discharge ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Optimum depth of kor watering for rice is 135 mm 215 mm 165 mm 190 mm 135 mm 215 mm 165 mm 190 mm ANSWER DOWNLOAD EXAMIANS APP
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