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Irrigation Engineering

Irrigation Engineering
An outlet is said to be proportional if its flexibility, is

More than one
One
Zero
Less than one

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Irrigation Engineering
The area between the isohyets 45 cm and 55 cm is 100 square km and between 55 cm and 65 cm is 150 square km. The average depth of annua! precipitation over the above basin of 250 square km will be

56 cm
60 cm
50 cm
55 cm

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Irrigation Engineering
If water table is comparatively high, the irrigation canal becomes useless, due to

Large amount of seepage
All of these
Water logging of the cultivated areas
Uncertain water demand

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Irrigation Engineering
The maximum permissible eccentricity for no tension at the base of a gravity dam is

B/6
B/3
B/4
B/2

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Irrigation Engineering
Disposal of extra excavated earth of canals, is utilized to provide a spoil bank on

Both sides
All listed here
Left side
Right side

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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

90 mm
60 mm
140 mm
50 mm

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