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This section includes 58 Mcqs, each offering curated multiple-choice questions to sharpen your Irrigation Engineering knowledge and support exam preparation. Choose a topic below to get started.
1. |
Which of the following is not an advantage of the lining of the canal? |
A. | Seepage control |
B. | Prevention of water-logging |
C. | Increase in channel capacity |
D. | Increased maintenance costs |
Answer» E. | |
2. |
Which type of lining is restricted to the availability of suitable soils in the area? |
A. | Compacted earth lining |
B. | Soil-cement lining |
C. | Cement mortar lining |
D. | Stone lining |
Answer» B. Soil-cement lining | |
3. |
For how many days curing of concrete lining takes place? |
A. | 30 days |
B. | 28 days |
C. | 27 days |
D. | 26 days |
Answer» C. 27 days | |
4. |
Which of the following is not a cause for the hydrostatic pressure on the lining? |
A. | Seeping of the rainwater in the backfill |
B. | When the water table remains below the canal bed |
C. | The backfill is of low drainage |
D. | The backfill is of high permeability (i.e. > 3 cm/sec) |
Answer» E. | |
5. |
What is the biggest advantage of boulder lining? |
A. | Impervious Lining |
B. | Dry Stone Lining |
C. | Dhamalis |
D. | Pervious Lining |
Answer» E. | |
6. |
What costs are reduced with the help of lining a canal? |
A. | A.R and M.O Costs |
B. | Irrigation Water Costs |
C. | Construction Costs |
D. | Transportation Costs |
Answer» B. Irrigation Water Costs | |
7. |
What is the minimum value of inspection bank width recommended by Indian Standards if the discharge is more than 30 cumecs? |
A. | 8.0 |
B. | 5.0 |
C. | 6.0 |
D. | 7.0 |
Answer» B. 5.0 | |
8. |
Calculate hydraulic mean depth for concrete-lined channel to carry a discharge of 350 cumecs at a slope of 1 in 5000. The value of manning’s constant for the lining is 0.015. The side slopes of a channel may be taken as 1.5:1. Assume limiting velocity in the channel as 2m/sec. |
A. | 2.20 m |
B. | 2.40 m |
C. | 2.60 m |
D. | 2.80 m |
Answer» E. | |
9. |
Which type of cement grade is used in cement concrete lining? |
A. | m20 |
B. | m25 |
C. | M10 |
D. | M15 |
Answer» E. | |
10. |
The distance measured above the F.S.L and to the top of the lining is known as free-board. |
A. | True |
B. | False |
C. | May be True or False |
D. | Can't say |
Answer» B. False | |
11. |
When the concrete lining is not reinforced in a channel, velocities up to 2.5 m/sec are permitted. |
A. | True |
B. | False |
C. | May be True or False |
D. | Can't say |
Answer» B. False | |
12. |
Safety ladders are provided in large irrigation canals to ______________ |
A. | enable the fish to pass from one place to another |
B. | enable the cattle to cross the canal |
C. | enable the swimmers to get out of the canal |
D. | provide safe exit to avoid accidental drowning |
Answer» E. | |
13. |
What type of major dangers can the lining of canals extinguish? |
A. | Leakages |
B. | Floods |
C. | Water-logging |
D. | Seepage Losses |
Answer» C. Water-logging | |
14. |
In the laying of concrete, what paper is laid to make filter blanket effective? |
A. | Filter Layer |
B. | Filter Blanket |
C. | Tar Paper |
D. | Sandpaper |
Answer» D. Sandpaper | |
15. |
What is the maximum permissible velocity in Cement concrete lining (Unreinforced) as per Indian Standards? |
A. | 2 to 2.5 m/sec |
B. | 1.5 to 2 m/sec |
C. | 1.2 to 1.8 m/sec |
D. | 1.5 to 2.5 m/sec |
Answer» B. 1.5 to 2 m/sec | |
16. |
Which type of lining is applied under pressure? |
A. | Shotcrete Lining |
B. | Boulder Lining |
C. | Asphaltic Concrete Lining |
D. | Brick Lining |
Answer» B. Boulder Lining | |
17. |
Which type of lining is popular in India? |
A. | Boulder Lining |
B. | Brick Lining |
C. | Cement Concrete Lining |
D. | Shotcrete Lining |
Answer» C. Cement Concrete Lining | |
18. |
Brick lining gives a very satisfactory service. |
A. | True |
B. | False |
C. | May be True or False |
D. | Can't say |
Answer» B. False | |
19. |
A lined canal costs about 2 to 2.5 times as much as the unlined canal. |
A. | True |
B. | False |
C. | May be True or False |
D. | Can't say |
Answer» B. False | |
20. |
Drainage relief pockets are provided ___________ |
A. | at isolated locations in the bed as well as sides of the lined canal |
B. | in the bed of the canal |
C. | in the sides of the canal |
D. | anywhere in the canal |
Answer» B. in the bed of the canal | |
21. |
Which type of lining is adopted when the channels have become stable and no danger of scouring is expected? |
A. | Brick lining |
B. | Single burnt clay tile lining |
C. | In-situ cement concrete lining |
D. | Flexible membrane lining in the bed and rigid lining on the sides |
Answer» E. | |
22. |
Puddle clay is laid on the subgrade to form a fairly water-tight coating. |
A. | True |
B. | False |
C. | May be True or False |
D. | Can't say |
Answer» B. False | |
23. |
What is the safe limiting velocity for cement concrete lining? |
A. | 1.5 m/s |
B. | 2.2 m/s |
C. | 2.7 m/s |
D. | 1.8 m/s |
Answer» D. 1.8 m/s | |
24. |
Mathematically, depending on what factor we can say velocity increases the capacity of the canal? |
A. | Coefficient of Viscosity |
B. | Coefficient of Capillarity |
C. | Coefficient of Roughness |
D. | Coefficient of Resistance |
Answer» D. Coefficient of Resistance | |
25. |
In soil-cement lining the Portland cement is added to the soil up to the extent of ____________ |
A. | 4% to 5% |
B. | 2% to 8% |
C. | 0.1% to 5% |
D. | > 10% |
Answer» C. 0.1% to 5% | |
26. |
A flexible membrane impregnated with tar or bitumen is spread over the subgrade in _________________ |
A. | asphalt lining |
B. | soil-cement lining |
C. | cement mortar lining |
D. | puddle clay lining |
Answer» B. soil-cement lining | |
27. |
The capacity of the channel is a function of velocity. |
A. | True |
B. | False |
C. | May be True or False |
D. | Can't say |
Answer» B. False | |
28. |
The permeability of lining is also governed by the depth of water in the canal and type of subgrade soil. |
A. | True |
B. | False |
C. | May be True or False |
D. | Can't say |
Answer» B. False | |
29. |
CNS material shall be non-swelling with a minimum of ___________ |
A. | 10 KN/m² of cohesion |
B. | 15 KN/m² of cohesion |
C. | 20 KN/m² of cohesion |
D. | 30 KN/m² of cohesion |
Answer» B. 15 KN/m² of cohesion | |
30. |
What is the range of value of Manning’s coefficient for straight alignment for cast in-situ concrete lining? |
A. | 0.012 – 0.015 |
B. | 0.015 – 0.018 |
C. | 0.018 – 0.020 |
D. | 0.020 – 0.025 |
Answer» C. 0.018 – 0.020 | |
31. |
What is the minimum value of free-board for Main and Branch Lined canals if the discharge is more than 10 cumecs as per specified by BIS code? |
A. | 0.60 |
B. | 0.50 |
C. | 0.75 |
D. | 0.30 |
Answer» D. 0.30 | |
32. |
The most economical type of lining is the one which shows ____________ |
A. | minimum benefit-cost ratio |
B. | maximum benefit-cost ratio |
C. | zero benefit-cost ratio |
D. | benefit-cost ratio = 1 |
Answer» C. zero benefit-cost ratio | |
33. |
Which of the following is incorrect about the identification of CNS material? |
A. | The CNS material can be identified by using A-line chart |
B. | The permissible deformation of the CNS layer is 20 mm |
C. | The swelling pressure should not exceed 10 KN/m² |
D. | The soil with liquid limit less than 30% and plastic index less than 15% is considered suitable |
Answer» E. | |
34. |
Calculate the central depth of a triangular channel section to carry a discharge of 15 cumecs. Consider the available slope as 1 in 9000. Assume the side slopes of the channel be 1.25:1 and manning’s constant is 0.015 for good brick work in lining. |
A. | 2.94 m |
B. | 3.14 m |
C. | 2.25 m |
D. | 2.77 m |
Answer» B. 3.14 m | |
35. |
What types of channel sections are usually adopted? |
A. | Triangular and Circular channel |
B. | Triangular and Trapezoidal channel |
C. | Rectangular and Trapezoidal channel |
D. | Rectangular and Triangular channel |
Answer» C. Rectangular and Trapezoidal channel | |
36. |
Depending on what factor does the lining of a canal can increase the capacity of the canal? |
A. | Width of the Canal |
B. | Type of Flow |
C. | Velocity |
D. | Side Slope |
Answer» D. Side Slope | |
37. |
Pressure relief valves may help in ___________ |
A. | releasing the hydrostatic pressure |
B. | holding the hydrostatic pressure |
C. | increasing the hydrostatic pressure |
D. | may increase or decrease the hydrostatic pressure |
Answer» B. holding the hydrostatic pressure | |
38. |
Lining decreases the channel capacity and consequently reduces the required channel section. |
A. | True |
B. | False |
C. | May be True or False |
D. | Can't say |
Answer» C. May be True or False | |
39. |
Pipe drains run _______________ |
A. | longitudinally on the bed and transverse to the length of canal on the side slopes |
B. | longitudinally to the length of the canal on the side slopes and transverse to the bed |
C. | longitudinally to the length of the canal |
D. | transverse to the bed |
Answer» B. longitudinally to the length of the canal on the side slopes and transverse to the bed | |
40. |
Removal of silt considerably reduces the annual expenditure required on unlined channels for desilting. |
A. | True |
B. | False |
C. | May be True or False |
D. | Can't say |
Answer» B. False | |
41. |
Which lining is restricted to small canals and water-courses? |
A. | Compacted earth lining |
B. | Asphalt lining |
C. | Sodium carbonate lining |
D. | Stone lining |
Answer» D. Stone lining | |
42. |
Design a lined canal to carry a discharge of 400 cumecs and slope is 1 in 6000. Take side slopes as 1 : 1 and rugosity constant as 0.012. Assume limiting velocity as 3 m/sec. |
A. | Total Depth = 6.3 m, Bed Width = 15 m |
B. | Total Depth = 6.28 m, Bed Width = 14.2 m |
C. | Total Depth = 6.5 m, Bed Width = 14 m |
D. | Total Depth = 6.25 m, Bed Width = 14.4 m |
Answer» E. | |
43. |
Which of the following statement is wrong? |
A. | A lined canal is not susceptible to erosion |
B. | The provision of adequate lining reduces the danger of breaches of channel |
C. | The lining does not reduce the money spent in removing weeds |
D. | Lining eliminates flood dangers |
Answer» D. Lining eliminates flood dangers | |
44. |
Which of the following statement is wrong about the requirement of good lining? |
A. | The lining should be able to withstand the differential sub-soil pressure |
B. | Brick lining, concrete lining or precast slab lining can be easily repaired as compared to cast-in-situ concrete lining |
C. | The hydraulic efficiency generally reduces with time |
D. | Brick tile lining may provide better abrasion resistance than cement concrete and boulder lining |
Answer» E. | |
45. |
Which of the following guideline is not recommended for the choice of lining when the bed width of the canal is up to 3 m? |
A. | Single burnt clay tile lining or brick lining |
B. | PCC slab lining |
C. | Flexible membrane lining with adequate earth/tile cover |
D. | In-situ cement concrete lining in bed as well as on sides |
Answer» E. | |
46. |
Which type of lining is mixed and placed under temperature? |
A. | Cement Concrete Lining |
B. | Shotcrete Lining |
C. | Asphaltic Concrete Lining |
D. | Dry Stone Lining |
Answer» D. Dry Stone Lining | |
47. |
Safety ladders are generally provided on ___________ |
A. | side slopes |
B. | bed slopes |
C. | anywhere on the canal |
D. | both side slopes and bed slopes |
Answer» B. bed slopes | |
48. |
If the free swell index of soil is more than 100, the soil may be expansive. |
A. | True |
B. | False |
C. | May be True or False |
D. | Can't say |
Answer» B. False | |
49. |
Which of the following statement is incorrect about Expansive soils? |
A. | Expansive soils exhibit shrinkage and swelling properties |
B. | They have high compressibility and liquid limits with more than 50 |
C. | Black cotton soil is the most common expansive soil in India |
D. | The lesser the swelling pressure, the more troublesome is the soil |
Answer» E. | |
50. |
The larger the thickness of CNS introduced over the expansive soil, the more will be the resulting swelling in soil. |
A. | True |
B. | False |
C. | May be True or False |
D. | Can't say |
Answer» C. May be True or False | |