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This section includes 146 Mcqs, each offering curated multiple-choice questions to sharpen your Surveying knowledge and support exam preparation. Choose a topic below to get started.
51. |
Pick up the incorrect statement from the following. Culturable commanded area is the gross area of an irrigation canal system less |
A. | populated area |
B. | alkaline area |
C. | forest area |
D. | fallow land. |
Answer» E. | |
52. |
Groynes are generally built |
A. | perpendicular to the bank |
B. | inclined up stream up to 30° |
C. | inclined down stream upto 30° |
D. | all the above. |
Answer» C. inclined down stream upto 30° | |
53. |
If A is the area of the surface, x is the depth of its C.G. from the surface of the water and ω is the density of water, then |
A. | total pressure on the surface is equal to ω x |
B. | depth of the point at which total pressure acts is equal to its moment of inertia divided by A x |
C. | depth of the centre of pressure is 2/3H vertically below the surface |
D. | all the above. |
Answer» E. | |
54. |
The width of a meander belt is the transverse distance between |
A. | apex point of one curve and apex point of the reserve curve |
B. | apex point and the crossing |
C. | two banks of meandering river |
D. | none of these. |
Answer» B. apex point and the crossing | |
55. |
Borrow pits should preferably be located in |
A. | field on the left side of the canal |
B. | field on the right side of the canal |
C. | fields on both sides of the canal |
D. | central half width of the section of the canal. |
Answer» E. | |
56. |
Effective precipitation for a crop may be defined as |
A. | total precipitation minus the loss due to evaporation |
B. | total precipitation minus the loss due to infiltration |
C. | total precipitation during the crop period |
D. | available water stored in soil within root zone of the crop. |
Answer» E. | |
57. |
Bed bars in a canal are provided |
A. | to watch the general behaviour of canal |
B. | to measure the discharge |
C. | to raise the supply level |
D. | to control the silting |
Answer» B. to measure the discharge | |
58. |
A water-logged land is found suitable for cultivation due to |
A. | ease of tillage for preparation of the field for optimum condition of germination |
B. | absence of aeration of soil from root zone of the plant |
C. | regular supply of water to plants from the water table by capillary action |
D. | none of these. |
Answer» E. | |
59. |
Canals taken off from ice-fed perennial rivers, are known |
A. | permanent canals |
B. | ridge canals |
C. | perennial canals |
D. | inundation canals |
Answer» D. inundation canals | |
60. |
The velocity of drainage water in the barrels of a syphon-aqueduct, is normally limited to |
A. | 1 to 2 m per second |
B. | 2 to 3 m per second |
C. | 3 to 4 m per second |
D. | 4 to 5 m per second. |
Answer» C. 3 to 4 m per second | |
61. |
The Lacey's regime velocity is proportional to |
A. | R^1/2 S^3/4 |
B. | Q^3/4 S^1/3 |
C. | R^3/4 S^1/3 |
D. | R^2/3 S^1/2 |
Answer» D. R^2/3 S^1/2 | |
62. |
The sensitivity of a rigid module, is |
A. | 2.00 |
B. | 1.50 |
C. | 1.00 |
D. | zero |
Answer» E. | |
63. |
In case of a trapezoidal notch fall |
A. | top width of the notch is kept between 3/4 th of full water depth above the sill of the notch |
B. | top length of the piers should not be less than their thickness |
C. | splay up stream from the notch section is 45° |
D. | all the above. |
Answer» E. | |
64. |
Pick up the correct sequence of the part of a canal system from the following |
A. | Head work-distributary-branch canal-minor |
B. | Head works-main canal-branch canal-dis-tributary-minor |
C. | Head works-main canal-branch canal-minor-distributary |
D. | Heads works-branch canal-main canal distributary, minor. |
Answer» C. Head works-main canal-branch canal-minor-distributary | |
65. |
A river is said to be of |
A. | aggrading type if it builds up its bed to a certain slope |
B. | degrading type if it cuts its bed to a certain slope |
C. | meandering type if it flows in sinuous curve |
D. | all the above. |
Answer» E. | |
66. |
The ratio of the rate of change of discharge of an outlet and parent channel, is known as |
A. | efficiency |
B. | sensitivity |
C. | flexibility |
D. | modular limit. |
Answer» D. modular limit. | |
67. |
An outlet is said to be proportional if its flexibility, is |
A. | zero |
B. | less than one |
C. | more than one |
D. | one |
Answer» E. | |
68. |
Garnett's diagrams are used for graphical solution of design equations of a canal by |
A. | Lacey's theory |
B. | Kennedy's theory |
C. | Gibb's theory |
D. | Lindlay theory. |
Answer» C. Gibb's theory | |
69. |
For a unique design of a channel by Kennedy's theory |
A. | its breadth must only be known |
B. | its depth must only be known |
C. | its breadth and depth ratio must only be known |
D. | all the above. |
Answer» D. all the above. | |
70. |
According to Khosla, the exist gradient of surface flow |
A. | depends upon the b/d ratio |
B. | is independent of the b/d ratio |
C. | is independent of the depths of d/s cut off walls |
D. | none of these. |
Answer» B. is independent of the b/d ratio | |
71. |
The consumptive use of water for a crop |
A. | is measured as the volume of water per unit area |
B. | is measured as depth of water on irrigated area |
C. | may be supplied partly by precipitation and partly by irrigation |
D. | all the above. |
Answer» E. | |
72. |
The top of the capillary zone |
A. | lies below the water table at every point |
B. | lies above the water table at every point |
C. | coincides the water table at every point |
D. | none of these. |
Answer» C. coincides the water table at every point | |
73. |
In a barrage, the crest level is kept |
A. | low with large gates |
B. | high with large gates |
C. | high with no gates |
D. | low with no gates. |
Answer» B. high with large gates | |
74. |
Solution of following Laplacian equation in three dimensions of water in a syphon, is done by |
A. | analytical method |
B. | Khosla's method |
C. | method of relaxation |
D. | Unwin's method |
Answer» D. Unwin's method | |
75. |
Trial procedure of canal design by Kennedy's theory is based upon the equation |
A. | A |
B. | B |
C. | C |
D. | D |
Answer» E. | |
76. |
If V0 is the critical velocity of a channel, its silt transporting power, according to Kennedy, is proportional to |
A. | A |
B. | B |
C. | C |
D. | D |
Answer» D. D | |
77. |
If Δ is the depth of water in metres, B is the number of days of base period and D is the duty in hactare/cumec, the relationship which holds good, is |
A. | A |
B. | B |
C. | C |
D. | D |
Answer» E. | |
78. |
V and R are the regime mean velocity and hydraulic mean depth respectively in metres. Lacey's silt factor f is |
A. | A |
B. | B |
C. | C |
D. | D |
Answer» D. D | |
79. |
If Dc is the critical depth, D is the depth of water down stream and HL is the total head loss at the cistern of a vertical fall, the depth x of the cistern below the bed level down stream suggested by Blench, is |
A. | A |
B. | B |
C. | C |
D. | D |
Answer» C. C | |
80. |
If D1 and D2 are depths of water upstream and down stream of a hydraulic jump, the loss of head at the jump, is |
A. | A |
B. | B |
C. | C |
D. | D |
Answer» E. | |
81. |
According to Kennedy, the critical velocity (V0) in metres in a channel is the mean velocity which keeps the channel free from silting or scouring. Its value is given by (where m is critical velocity ratio and D is the depth of the channel). |
A. | A |
B. | B |
C. | C |
D. | D |
Answer» C. C | |
82. |
The sinuosity of a meander is the ratio of |
A. | meander length and the width of meander |
B. | meander length and half width of the river |
C. | curved length and the straight distance |
D. | none of these. |
Answer» D. none of these. | |
83. |
For designing the venturi head, |
A. | width of the throat should not be less than one-third of the bed width of main canal |
B. | width of the throat should not be less than the width obtained from the formula B = Q / 1.2d^3/2, where d is the difference in levels of F.S.L. and sill |
C. | minimum throat width should not be less than 60 cm |
D. | all the above. |
Answer» E. | |
84. |
For the design of major hydraulic structures on the canals, the method generally preferred to, is based on |
A. | Bligh's theory |
B. | Electrical analogy method |
C. | The relaxation method |
D. | Khosla's method of independent variables. |
Answer» E. | |
85. |
The measure to remove water logging of land, is |
A. | to reduce percolation from canals and water courses |
B. | to increase outflow from the ground water reservoir |
C. | both (a) and (b) |
D. | neither (a) nor (b) |
Answer» D. neither (a) nor (b) | |
86. |
If the height of the hydraulic gradient line above the floor of thickness t is h and the specific gravity of the material of the floor is G, the minimum thickness t of the floor down stream of the crestwall, is given by the equation |
A. | A |
B. | B |
C. | C |
D. | D |
Answer» D. D | |
87. |
F.S.L. of a canal at its head with respect to parent channel is kept |
A. | at the same level |
B. | 15 cm lower |
C. | 15 cm higher |
D. | none of these. |
Answer» C. 15 cm higher | |
88. |
The difference in level between the top of a bank and supply level in a canal, is called |
A. | berm |
B. | free board |
C. | height of bank |
D. | none of these. |
Answer» C. height of bank | |
89. |
The top soil of a water logged field becomes more alkaline and infertile if its pH value is |
A. | 6 |
B. | 8 |
C. | 9 |
D. | 11 |
Answer» E. | |
90. |
For the conditions enumerated to provide a crossing at C1 You will probably provide |
A. | an aqueduct |
B. | a super-passage |
C. | a syphon aqueduct |
D. | none of these. |
Answer» C. a syphon aqueduct | |
91. |
When a canal flowing under pressure is carried below a natural drainage such that its F.S.L. does not touch the underside of the supporting structure, the structure so provided, is called |
A. | syphon |
B. | aqueduct |
C. | super passage |
D. | syphon-aqueduct. |
Answer» D. syphon-aqueduct. | |
92. |
The main function of a diversion head works of a canal from a river, is |
A. | to remove silt |
B. | to control floods |
C. | to store water |
D. | to raise water level |
Answer» E. | |
93. |
Retrogression of the bed level of a river downstream a weir, occurs due to |
A. | heavy impact of water |
B. | increase of the bed level |
C. | less percentage of silt |
D. | soft soil strata. |
Answer» D. soft soil strata. | |
94. |
Bligh's theory of seepage assumes |
A. | equal weightage to the horizontal and vertical creep |
B. | more weightage to horizontal creep than vertical creep |
C. | less weightage to horizontal creep than vertical creep |
D. | loss of head follows the sine curve. |
Answer» B. more weightage to horizontal creep than vertical creep | |
95. |
Process of meandering is due to |
A. | sediment load of streams |
B. | discharge and hydraulic properties of streams |
C. | relative erodibility of the bed and banks |
D. | all the above. |
Answer» E. | |
96. |
If D is the depth of water upstream of the throat above its sill, B is the width of the throat, to achieve critical flow in an open venturi flume, the theoretical maximum flow Q, is |
A. | Q = 1.71 BD^1/2 |
B. | Q = 1.71 BD |
C. | Q = 1.71 BD^3/2 |
D. | Q = 1/71 BD^2/3 |
Answer» D. Q = 1/71 BD^2/3 | |
97. |
If d1 is the depth of cutting, d2 is the height of the bank from bed level r2 : 1 and r1 : 1 are the slopes in filling and cutting respectively, the horizontal distance n between the bed and bank, is |
A. | x = r1 d1 |
B. | x = r2 d2 |
C. | x = d1 / r1 |
D. | x = d2 / r2 |
Answer» C. x = d1 / r1 | |
98. |
If the straight sides of a triangular section of a lined canal with circular bottom of radius R, make an angle θ with horizontal, the perimeter of the canal is |
A. | R(θ + tan θ) |
B. | 2R(θ + tan θ) |
C. | R(θ + cos θ) |
D. | 2R(θ + cos θ) |
Answer» E. | |
99. |
Useful soil moisture for plant growth, is |
A. | capillary water |
B. | gravity water |
C. | hygroscopic water |
D. | chemical water |
Answer» B. gravity water | |
100. |
A fall in a canal bed is generally provided, if |
A. | ground slope exceeds the designed bed slope |
B. | designed bed slope exceeds the ground slope |
C. | ground slope is practically the same as the designed bed slope |
D. | none of these. |
Answer» B. designed bed slope exceeds the ground slope | |