The normal annual precipitation at stations X, A, B and C are 700 mm, 1000 mm, 900 mm and 800 mm respectively. If the storm precipitation at three station A, B and C were 100 mm, 90 mm and 80 mm respectively, then the storm precipitation for station X will be

Irrigation Engineering
The normal annual precipitation at stations X, A, B and C are 700 mm, 1000 mm, 900 mm and 800 mm respectively. If the storm precipitation at three station A, B and C were 100 mm, 90 mm and 80 mm respectively, then the storm precipitation for station X will be

70mm

105 mm

90 mm

80mm

70mm

105 mm

90 mm

80mm

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Irrigation Engineering
According to Lacey, depth of scour in a river depends upon the straightness of the reach. If D is the depth of scour in regime flow in a right angled bend, it is

1.50 D

2.00 D

1.75 D

1.25 D

1.50 D

2.00 D

1.75 D

1.25 D

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Irrigation Engineering
F.S.L. of a canal at its head with respect to parent channel is kept

15 cm lower

None of these

At the same level

15 cm higher

15 cm lower

None of these

At the same level

15 cm higher

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Irrigation Engineering
The flow-mass curve is graphical representation of

Cumulative discharge, volume and time in chronological order

Cumulative discharge and time

Discharge and time in chronological order

Discharge and percentage probability of flow being equaled or exceeded

Cumulative discharge, volume and time in chronological order

Cumulative discharge and time

Discharge and time in chronological order

Discharge and percentage probability of flow being equaled or exceeded

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Irrigation Engineering
Which of the following methods of applying water may be used on rolling land ?

check flooding

furrow flooding

boarder flooding

free flooding

check flooding

furrow flooding

boarder flooding

free flooding

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Irrigation Engineering
If the irrigation efficiency is 80%, conveyance losses are 20% and the actual depth of watering is 16 cm, the depth of water required at the canal outlet, is

25 cm

15 cm

20 cm

10 cm

25 cm

15 cm

20 cm

10 cm

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Irrigation Engineering

Irrigation Engineering The normal annual precipitation at stations X, A, B and C are 700 mm, 1000 mm, 900 mm and 800 mm respectively. If the storm precipitation at three station A, B and C were 100 mm, 90 mm and 80 mm respectively, then the storm precipitation for station X will be

Irrigation Engineering According to Lacey, depth of scour in a river depends upon the straightness of the reach. If D is the depth of scour in regime flow in a right angled bend, it is

Irrigation Engineering F.S.L. of a canal at its head with respect to parent channel is kept

Irrigation Engineering The flow-mass curve is graphical representation of

Irrigation Engineering Which of the following methods of applying water may be used on rolling land ?

Irrigation Engineering If the irrigation efficiency is 80%, conveyance losses are 20% and the actual depth of watering is 16 cm, the depth of water required at the canal outlet, is

Irrigation Engineering
The normal annual precipitation at stations X, A, B and C are 700 mm, 1000 mm, 900 mm and 800 mm respectively. If the storm precipitation at three station A, B and C were 100 mm, 90 mm and 80 mm respectively, then the storm precipitation for station X will be

Irrigation Engineering
According to Lacey, depth of scour in a river depends upon the straightness of the reach. If D is the depth of scour in regime flow in a right angled bend, it is

Irrigation Engineering
F.S.L. of a canal at its head with respect to parent channel is kept

Irrigation Engineering
The flow-mass curve is graphical representation of

Irrigation Engineering
Which of the following methods of applying water may be used on rolling land ?

Irrigation Engineering
If the irrigation efficiency is 80%, conveyance losses are 20% and the actual depth of watering is 16 cm, the depth of water required at the canal outlet, is