Exam 8: Floods, Catchment, and Irrigation

To estimate the magnitude of a flood with a return period of T years, Gumbel's distribution method requires the following data pertaining to annual flood series i. mean value ii. standard deviation iii. length of record iv. coefficient of skew The correct answer is

(Multiple Choice)

4.9/5

(31)

Question 21

The peak of a 4 hour flood hydrograph is 240 m³/sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m³/sec, then the peak of 4-hours unit hydrograph will be

(Multiple Choice)

4.9/5

(40)

Question 22

If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that

(Multiple Choice)

4.8/5

(39)

Question 23

A spoil bank is formed when the

(Multiple Choice)

4.8/5

(30)

Question 24

Which of the following methods is used to estimate flood discharge based on high water marks left over in the past ?

(Multiple Choice)

4.8/5

(38)

Question 25

Showing 21 - 25 of 25

To estimate the magnitude of a flood with a return period of T years, Gumbel's distribution method requires the following data pertaining to annual flood series i. mean value ii. standard deviation iii. length of record iv. coefficient of skew The correct answer is

The peak of a 4 hour flood hydrograph is 240 m³/sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m³/sec, then the peak of 4-hours unit hydrograph will be

If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that

A spoil bank is formed when the

Which of the following methods is used to estimate flood discharge based on high water marks left over in the past ?

Irrigation and Water Management: Part A

Irrigation and Water Management: Part B

Irrigation and Water Management: Part C

Hydrology and Water Resources Engineering

Dam Design and Spillways

Hydraulic Structures and Channels

River Meandering, Training and Hydroelectricity

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

Exam 8: Floods, Catchment, and Irrigation

To estimate the magnitude of a flood with a return period of T years, Gumbel's distribution method requires the following data pertaining to annual flood series i. mean value ii. standard deviation iii. length of record iv. coefficient of skew The correct answer is

The peak of a 4 hour flood hydrograph is 240 m3/sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m3/sec, then the peak of 4-hours unit hydrograph will be

If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that

A spoil bank is formed when the

Which of the following methods is used to estimate flood discharge based on high water marks left over in the past ?

Irrigation and Water Management: Part A

Irrigation and Water Management: Part B

Irrigation and Water Management: Part C

Hydrology and Water Resources Engineering

Dam Design and Spillways

Hydraulic Structures and Channels

River Meandering, Training and Hydroelectricity

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

The peak of a 4 hour flood hydrograph is 240 m³/sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m³/sec, then the peak of 4-hours unit hydrograph will be