Irrigation Engineering Pick up the correct statement from the following and answer In a level crossing, a cross regulator is provided on the canal below the crossing All of these In a level crossing a regulator is provided across the drainage at its down-stream In a level crossing, a crest with its top at the canal F.S.L. is provided across the drainage at its up-stream junction with canal In a level crossing, a cross regulator is provided on the canal below the crossing All of these In a level crossing a regulator is provided across the drainage at its down-stream In a level crossing, a crest with its top at the canal F.S.L. is provided across the drainage at its up-stream junction with canal ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering A straight glacis type fall with a baffle platform and a baffle wall is called Glacis fall Montague type fall Inglis fall Vertical drop-fall Glacis fall Montague type fall Inglis fall Vertical drop-fall ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering Coefficient of discharge of an ogee spillway depends on depth of approach and upstream slope both (A) and (B) remains constant depends on downstream apron interference and downstream submergence depends on depth of approach and upstream slope both (A) and (B) remains constant depends on downstream apron interference and downstream submergence ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The rainfall on five successive days were measured as 100 mm, 80 mm, 60 mm, 40 mm and 20 mm respectively. If the infiltration index or the storm loss rate for the catchment area is earlier estimated as 50 mm/day, the total surface run off will be 50 mm 60 mm 90 mm 140 mm 50 mm 60 mm 90 mm 140 mm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The water face of the guide banks, is protected by Four man stone pitching Three man stone pitching Two man stone pitching One men stone pitching Four man stone pitching Three man stone pitching Two man stone pitching One men stone pitching 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 None of these direct runoff volume total rainfall period of storm None of these direct runoff volume total rainfall period of storm ANSWER DOWNLOAD EXAMIANS APP
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