Explore topic-wise MCQs in Irrigation Engineering.

This section includes 188 Mcqs, each offering curated multiple-choice questions to sharpen your Irrigation Engineering knowledge and support exam preparation. Choose a topic below to get started.

51.

The most adopted earthen section for tank bunds is of the type ___________________

A. homogeneous embankment type
B. zoned embankment type
C. diaphragm type
D. both diaphragm and zoned type embankment
Answer» B. zoned embankment type
52.

__________________ joint is often used for connecting cast iron pipes.

A. Flexible joint
B. Expansion joint
C. Collar joints
D. Bell and spigot joint
Answer» E.
53.

The alignment of the waterway should be________________

A. straight
B. circular
C. parabola
D. irregular alignment
Answer» B. circular
54.

The flow through the penstocks and pressure conduits is generally ____________________

A. laminar
B. turbulent
C. both laminar and turbulent
D. unpredictable
Answer» C. both laminar and turbulent
55.

The head loss in the flow of water through a penstock pipe of given length ____________

A. increases with the increase in flow velocity
B. decreases with the increase in flow velocity
C. decreases with the increase in the roughness of the pipe surface
D. decreases with time
Answer» B. decreases with the increase in flow velocity
56.

When sand and gravel foundation strata are available at a proposed dam site of moderate height, the dam may be of the type ________________

A. earthen or rockfill dam
B. masonry gravity dam
C. concrete gravity dam
D. double arch dam
Answer» B. masonry gravity dam
57.

In which of the following dam the weight of water is carried by a deck of RCC or by arches that share the weight burden?

A. Earth dams
B. Rockfill dams
C. A hollow masonry gravity dam
D. Timber dam
Answer» D. Timber dam
58.

The capacity of an irrigation tank is sometimes increased by installing a temporary stone wall over the top of the tank weir. This fixture is known as____________________

A. saddle
B. dam stone
C. breast wall
D. divide wall
Answer» C. breast wall
59.

As the reservoir elevation increases, the outflow discharge increases.

A. True
B. False
C. May be True or False
D. Can't say
Answer» B. False
60.

Yield of a reservoir represents ___________________

A. the inflow into the reservoir
B. the capacity of the reservoir
C. the outflow demand on the reservoir
D. the optimum value of catchment yield
Answer» D. the optimum value of catchment yield
61.

The width of the horizontal floors of type A and D weirs from the foot of the drop wall to the d/s edge of the floor should never be less than ________________

A. 5 (D + H)
B. 3 (D + H)
C. 2.5 (D + H)
D. 2 (D + H)
Answer» E.
62.

Which of the following is a stone masonry dam?

A. Bhakra dam
B. Nagarjuna Sagar Dam
C. Hirakud dam
D. Tehri dam
Answer» C. Hirakud dam
63.

Which of the following formula can be used to determine the storage when three consecutive sections at equal height are taken?

A. Prismoidal formula
B. Trapezoidal method
C. Average formula
D. Integration method
Answer» B. Trapezoidal method
64.

The usual arrangement made in a tank-bund scheme to spill the surplus excess water is known as ________________________

A. tank spillway
B. tank sluice
C. tank weir
D. tank bunds
Answer» D. tank bunds
65.

Bhakra dam of India is located in the state of ________________

A. Punjab
B. Himachal Pradesh
C. Uttar Pradesh
D. Madhya Pradesh
Answer» C. Uttar Pradesh
66.

A dam reservoir catering to flood control, irrigation, and water supply basically designed for irrigation alone is a _______________-

A. multipurpose reservoir
B. single-purpose reservoir
C. distribution reservoir
D. retarding basins
Answer» C. distribution reservoir
67.

What is the correct Douma’s equation for rectangular tunnels or conduits?

A. X² + 10.4 Y² = d²
B. 4X² + 10.4 Y² = d²
C. 4X² + 44.4 Y² = d²
D. X² – 10.4 Y² = d²
Answer» B. 4X² + 10.4 Y² = d²
68.

Capacity inflow ratio for a storage reservoir is defined as the ratio of _______________________

A. reservoir capacity to the average annual flood inflow
B. reservoir capacity to the average annual sediment inflow
C. the dead storage capacity of the reservoir to the average annual sediment deposited
D. total annual sediment inflow to the reservoir capacity
Answer» B. reservoir capacity to the average annual sediment inflow
69.

Which of the following yield formula is used for the catchments of West Maharashtra state of India?

A. Inglis formula
B. Khosla’s formula
C. Lacey’s formula
D. Barlow’s table
Answer» B. Khosla’s formula
70.

The provision of suitable breaching sections becomes more important in irrigation tanks which are isolated.

A. True
B. False
C. May be True or False
D. Can't say
Answer» B. False
71.

Nangal Dam is an example of ___________

A. diversion dam
B. storage dam
C. detention dam
D. arch dam
Answer» B. storage dam
72.

Which of the following type of dam is built in areas where the foundation is not strong enough to bear the weight of concrete?

A. Rock-fill dam
B. Earth dam
C. Gravity dam
D. Arch dam
Answer» C. Gravity dam
73.

The depth of water stored in an irrigation tank rarely exceeds ______________

A. 4 m
B. 8 m
C. 12 m
D. 16 m
Answer» D. 16 m
74.

Timber is generally transported in our country through ________________

A. rail routes
B. road routes
C. air routes
D. water routes
Answer» E.
75.

The highest concrete gravity dam of the world is the Grand Dixene dam in Switzerland whose height is ____________

A. 325 m
B. 317 m
C. 285 m
D. 272 m
Answer» D. 272 m
76.

Which of the following guideline is incorrect for the selection of a suitable site for a reservoir?

A. The geological formation should be such that it entails minimum leakage
B. The cost of the dam is a controlling factor
C. Too much silt-laden tributaries should be avoided as far as possible
D. The reservoir basin should have a shallow wide opening in the valley
Answer» E.
77.

Bank storage in a dam reservoir _________________

A. increases the compound reservoir capacity
B. decreases the computed reservoir capacity
C. sometimes increases and sometimes decreases the computed reservoir capacity
D. has no effect on computed reservoir capacity
Answer» B. decreases the computed reservoir capacity
78.

Which of the following dam is situated in the seismologically inactive zone in Peninsular India?

A. Koyna dam
B. Hirakud dam
C. Tehri dam
D. Idukki dam
Answer» B. Hirakud dam
79.

A narrow V-shaped valley indicates the choice of _________________

A. concrete overflow dam
B. spillway
C. arch dam
D. earth dam
Answer» D. earth dam
80.

Himalayan rivers carry huge amounts of sediment.

A. True
B. False
C. May be True or False
D. Can't say
Answer» B. False
81.

Which type of rivers can derive water from all seasons?

A. Tidal Rivers
B. Non-Himalayan Rivers
C. Himalayan Rivers
D. Deltaic Rivers
Answer» D. Deltaic Rivers
82.

The flood discharge in Himalayan Rivers can be great as how times the normal winter flow?

A. 25 to 75
B. 25 to 50
C. 75 to 100
D. 50 to 100
Answer» E.
83.

According to what variations the Himalayan Rivers are very complex?

A. Velocity
B. Discharge and Sediment Load
C. Type of Bed Soil
D. Terrain of the River Basin
Answer» C. Type of Bed Soil
84.

In which parts of India do non perennial rivers flow?

A. North India
B. Central and South India
C. Eastern India
D. West India
Answer» C. Eastern India
85.

Which type of rivers is more stable?

A. Himalayan Rivers
B. Non-Himalayan Rivers
C. Virgin Rivers
D. Flashy Rivers
Answer» C. Virgin Rivers
86.

Which river is the example of Non-Himalayan Rivers?

A. Chenab
B. Beas
C. Godavari
D. Jhelum
Answer» D. Jhelum
87.

Which type of dam design gives a wider choice of materials including earth-fill and rock-fill dams?

A. Non-overflow dams
B. Overflow dams
C. Rigid dams
D. Non-rigid dams
Answer» B. Overflow dams
88.

A dam reservoir which is not provided with gate controls on its spillway and other sluices is called ________________

A. detention dam
B. storage reservoir
C. retarding basin
D. flood control reservoir
Answer» D. flood control reservoir
89.

The reservoir capacity cannot exceed the catchment yield.

A. True
B. False
C. May be True or False
D. Can't say
Answer» B. False
90.

Design yield of a storage reservoir is kept _______________

A. higher than its firm or safe yield
B. lower than its firm or safe yield
C. equal to its firm or safe yield
D. higher or lower than the firm yield depending upon the designer’s intuition
Answer» C. equal to its firm or safe yield
91.

Which dam is a better choice when the raw materials are not available and have to be transported from far off distances?

A. Earthen dam
B. Rock-fill dam
C. Concrete gravity dam
D. Hollow concrete dam
Answer» E.
92.

If A₁ and A₂ represent the areas enclosed between two successive contours, then the cubic content between these contours is roughly taken as _________________

A. (A₁ + A₂) x h/2
B. A₁.A₂ x h/2
C. A₁ x h/2
D. A₂ x h/2
Answer» B. A₁.A₂ x h/2
93.

Idukki dam is a type of ________________

A. rockfill dam
B. a hollow masonry gravity dam
C. arch dam
D. steel dam
Answer» D. steel dam
94.

What is the oldest and cheapest mode of transporting cargo?

A. Rail routes
B. Road routes
C. Air routes
D. Water routes
Answer» E.
95.

Which reservoir is helpful in permitting the pumps or the water treatment plants to work at a uniform rate?

A. Storage reservoir
B. Detention reservoir
C. Multipurpose reservoir
D. Distribution reservoir
Answer» E.
96.

Bar screens used to cover dam outlets to prevent entry of debris or ice into the sluiceway conduits are called ______________

A. gate controlled ports
B. projecting collars
C. trash racks
D. outlets
Answer» D. outlets
97.

The North Indian rivers rise in high floods.

A. True
B. False
C. May be True or False
D. Can't say
Answer» B. False
98.

Which of the following entrance of the sluiceway is most superior?

A. A square-edged entrance
B. A Bell-mouthed entrance
C. A rectangular entrance
D. A circular entrance
Answer» C. A rectangular entrance
99.

The more rapid the closure of the valve, greater is the water hammer pressure developed.

A. True
B. False
C. May be True or False
D. Can't say
Answer» B. False
100.

Who did the first effort to give empirical relations for converting the yearly rainfall value into the yearly runoff for the given catchment?

A. Mr. W L Strange
B. Alexander Binnie
C. Mr. T.G Barlow
D. Sir Inglis
Answer» C. Mr. T.G Barlow