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

80mm

70mm

105 mm

90 mm

80mm

70mm

105 mm

90 mm

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Irrigation Engineering
Silt excluders are constructed on the

river bed downstream of head regulator

canal bed upstream of head regulator

river bed upstream of head regulator

canal bed downstream of head regulator

river bed downstream of head regulator

canal bed upstream of head regulator

river bed upstream of head regulator

canal bed downstream of head regulator

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Irrigation Engineering
The ratio of the discharge over a trapezoidal crest to a rectangular crest of Sarda falls of identical parameters, is

1.064

1.084

1.054

1.074

1.064

1.084

1.054

1.074

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Irrigation Engineering
Assertion A : To estimate the rainfall over a catchment, the number of raingauges required per unit area is large for hilly areas.Reason R : Rainfall gradient is steep. Select your correct answer according to the coding system given below :

A is true but R is false

Both A and R are true but R is not the correct explanation of A

A is false but R is true

Both A and R are true and R is the correct explanation of A

A is true but R is false

Both A and R are true but R is not the correct explanation of A

A is false but R is true

Both A and R are true and R is the correct explanation of A

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Irrigation Engineering
Process of meandering is due to

Discharge and hydraulic properties of streams

Relative erodibility of the bed and banks

All listed here

Sediment load of streams

Discharge and hydraulic properties of streams

Relative erodibility of the bed and banks

All listed here

Sediment load of streams

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Irrigation Engineering
According to Khosla’s theory, the exit gradient in the absence of a downstream cutoff is

very large

infinity

unity

very large

infinity

unity

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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 Silt excluders are constructed on the

Irrigation Engineering The ratio of the discharge over a trapezoidal crest to a rectangular crest of Sarda falls of identical parameters, is

Irrigation Engineering Assertion A : To estimate the rainfall over a catchment, the number of raingauges required per unit area is large for hilly areas.Reason R : Rainfall gradient is steep. Select your correct answer according to the coding system given below :

Irrigation Engineering Process of meandering is due to

Irrigation Engineering According to Khosla’s theory, the exit gradient in the absence of a downstream cutoff 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
Silt excluders are constructed on the

Irrigation Engineering
The ratio of the discharge over a trapezoidal crest to a rectangular crest of Sarda falls of identical parameters, is

Irrigation Engineering
Assertion A : To estimate the rainfall over a catchment, the number of raingauges required per unit area is large for hilly areas.Reason R : Rainfall gradient is steep. Select your correct answer according to the coding system given below :

Irrigation Engineering
Process of meandering is due to

Irrigation Engineering
According to Khosla’s theory, the exit gradient in the absence of a downstream cutoff is