Question 1

Dimensions of coefficient of transmissibility are

Accepted Answer

A) M°L°T° 
B) rvfL'T"1 
C) M° L2 T1 
D) M'LV 
A) M°L°T° 
B) rvfL'T"1 
C) M° L2 T1 
D) M'LV

Question 2

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 :

Accepted Answer

A) Both A and R are true and R is the correct explanation of A 
B) Both A and R are true but R is not the correct explanation of A 
C) A is true but R is false 
D) A is false but R is true 
A) Both A and R are true and R is the correct explanation of A 
B) Both A and R are true but R is not the correct explanation of A 
C) A is true but R is false 
D) A is false but R is true

Question 3

The relation between probability (P) and recurrence interval (T) is given by

Accepted Answer

A) PT = 1 
B) PT2 = 1 
C) P/T = 1 
D) P/T2 = 1 
A) PT = 1 
B) PT2 = 1 
C) P/T = 1 
D) P/T2 = 1

Question 4

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

Accepted Answer

A) 70mm 
B) 80mm 
C) 90 mm 
D) 105 mm 
A) 70mm 
B) 80mm 
C) 90 mm 
D) 105 mm

Question 5

If it rains between 2 P.M. and 3 P.M. and the entire basin area just starts contributing water at 3 P.M. to the outlet, then time of concentration will be

Accepted Answer

A) 15 minutes 
B) 20 minutes 
C) 30 minutes 
D) 60 minutes 
A) 15 minutes 
B) 20 minutes 
C) 30 minutes 
D) 60 minutes

Dimensions of coefficient of transmissibility are

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 :

The relation between probability (P) and recurrence interval (T) is given by

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

If it rains between 2 P.M. and 3 P.M. and the entire basin area just starts contributing water at 3 P.M. to the outlet, then time of concentration will be

Irrigation and Water Management: Part A

Irrigation and Water Management: Part B

Irrigation and Water Management: Part C

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Hydraulic Structures and Channels

River Meandering, Training and Hydroelectricity

Floods, Catchment, and Irrigation

Irrigation and Hydraulic Engineering

Water Engineering and Irrigation Systems

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Water Circulation and Irrigation

Canal Design, Hydrology, and Irrigation Methods

Civil Engineering Water Management

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Water Management and Irrigation Systems

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Exam 4: Hydrology and Water Resources Engineering

Dimensions of coefficient of transmissibility are

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 :

The relation between probability (P) and recurrence interval (T) is given by

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

If it rains between 2 P.M. and 3 P.M. and the entire basin area just starts contributing water at 3 P.M. to the outlet, then time of concentration will be

Irrigation and Water Management: Part A

Irrigation and Water Management: Part B

Irrigation and Water Management: Part C

Dam Design and Spillways

Hydraulic Structures and Channels

River Meandering, Training and Hydroelectricity

Floods, Catchment, and Irrigation

Irrigation and Hydraulic Engineering

Water Engineering and Irrigation Systems

Canals and Irrigation

Water Circulation and Irrigation

Canal Design, Hydrology, and Irrigation Methods

Civil Engineering Water Management

Irrigation, Soil Fertility, and Water Management

Water Management and Irrigation Systems

Filters