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 Khosla’s theory, the exit gradient in the absence of a downstream cutoff is

unity

very large

infinity

unity

very large

infinity

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Irrigation Engineering
Coefficient of discharge of an ogee spillway

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

depends on depth of approach and upstream slope

both (A) and (B)

remains constant

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Irrigation Engineering
A deep well

is always deeper than a shallow well

both (A) and (B)

has more discharge than a shallow well

is weaker structurally than a shallow well

is always deeper than a shallow well

both (A) and (B)

has more discharge than a shallow well

is weaker structurally than a shallow well

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Irrigation Engineering
A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div="">

7.5 cm

9.0 cm

6.0 cm

4.5 cm

7.5 cm

9.0 cm

6.0 cm

4.5 cm

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Irrigation Engineering
The uplift pressure on a dam can be controlled by
i) constructing cutoff under upstream face
ii) constructing drainage channels between the dam and its foundation
iii) by pressure grouting in foundation
The corret answer is

both (i) and (iii)

(i), (ii) and (iii)

both (i) and (ii)

only (i)

both (i) and (iii)

(i), (ii) and (iii)

both (i) and (ii)

only (i)

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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 Khosla’s theory, the exit gradient in the absence of a downstream cutoff is

Irrigation Engineering Coefficient of discharge of an ogee spillway

Irrigation Engineering A deep well

Irrigation Engineering A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div="">

Irrigation Engineering The uplift pressure on a dam can be controlled byi) constructing cutoff under upstream faceii) constructing drainage channels between the dam and its foundationiii) by pressure grouting in foundationThe corret answer 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 Khosla’s theory, the exit gradient in the absence of a downstream cutoff is

Irrigation Engineering
Coefficient of discharge of an ogee spillway

Irrigation Engineering
A deep well

Irrigation Engineering
A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div="">

Irrigation Engineering
The uplift pressure on a dam can be controlled by
i) constructing cutoff under upstream face
ii) constructing drainage channels between the dam and its foundation
iii) by pressure grouting in foundation
The corret answer is