The forces, which are considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition, are i) Water pressure ii) Self weight iii) Uplift iv) Pressure due to earthquake The correct answer is

Irrigation Engineering
The forces, which are considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition, are
i) Water pressure
ii) Self weight
iii) Uplift
iv) Pressure due to earthquake
The correct answer is

(i), (ii) and (iii)

Only (ii)

(i), (ii) and (iv)

(i), (ii), (iii) and (iv)

(i), (ii) and (iii)

Only (ii)

(i), (ii) and (iv)

(i), (ii), (iii) and (iv)

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Irrigation Engineering
If average particle size of the silt in millimeters is m, the Lacey's silt factor f is proportional to

m3

m1/3

m2/3

m1/2

m3

m1/3

m2/3

m1/2

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Irrigation Engineering
According to Khosla, the exits gradient of surface flow

Is independent of the b/d ratio

Depends upon the b/d ratio

None of these

Is independent of the depths of d/s cut off walls

Is independent of the b/d ratio

Depends upon the b/d ratio

None of these

Is independent of the depths of d/s cut off walls

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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

105 mm

80mm

90 mm

70mm

105 mm

80mm

90 mm

70mm

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Irrigation Engineering
The water utilizable by plants is available in soils mainly in the form of

capillary water

hydroscopic water

gravity water

chemical water

capillary water

hydroscopic water

gravity water

chemical water

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Irrigation Engineering
Meandering of a river generally occurs, in

Delta stage

Rocky stage

Boulder stage

Trough stage

Delta stage

Rocky stage

Boulder stage

Trough stage

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Irrigation Engineering

Irrigation Engineering The forces, which are considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition, arei) Water pressureii) Self weightiii) Upliftiv) Pressure due to earthquakeThe correct answer is

Irrigation Engineering If average particle size of the silt in millimeters is m, the Lacey's silt factor f is proportional to

Irrigation Engineering According to Khosla, the exits gradient of surface flow

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 The water utilizable by plants is available in soils mainly in the form of

Irrigation Engineering Meandering of a river generally occurs, in

Irrigation Engineering
The forces, which are considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition, are
i) Water pressure
ii) Self weight
iii) Uplift
iv) Pressure due to earthquake
The correct answer is

Irrigation Engineering
If average particle size of the silt in millimeters is m, the Lacey's silt factor f is proportional to

Irrigation Engineering
According to Khosla, the exits gradient of surface flow

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
The water utilizable by plants is available in soils mainly in the form of

Irrigation Engineering
Meandering of a river generally occurs, in