Civil Engineering Questions And Answers :: Irrigation Water Resources Engineering: part2



Civil Engineering : Irrigation Water Resources Engineering QUESTIONS AND ANSWERS :: part2 : 21 to 25

Following Civil Engineering Multiple choice objective type questions and answers will help you in BSNL JTO, GATE 2024 and IES 2024 examinations :

21.The best unit duration of storm for a unit hydrograph is

1 hour
one-fourth of basin lag
one-half of basin lag
equal to basin lag

22.Dimensions of coefficient of transmissibility are

M�L�T�
rvfL'T"1
M� L2 T1
M'LV

23.The uplift pressure on the face of a drainage gallery in a dam is taken as

hydrostatic pressure at toe
average of hydrostatic pressure at toe and heel
two-third of hydrostatic pressure at toe plus one-third of hydrostatic pressure at heel
none of the above

24.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

25.When the upstream face of a gravity dam is vertical, then the intensity of water pressure at the water surface and at the base respectively will be

0 and wH212
wH2/2and wH2/3
wH and 0
OandwII

More Irrigation Water Resources Engineering QUESTIONS AND ANSWERS available in next pages

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