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This section includes 131 Mcqs, each offering curated multiple-choice questions to sharpen your Civil Engineering knowledge and support exam preparation. Choose a topic below to get started.
101. |
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. | |
102. |
The most suitable section of a lined canal, is |
A. | Triangular section with circular bottom for small canals |
B. | Trapezoidal section with rounded corners for large canals |
C. | Both (a) and (b) |
D. | None of these |
Answer» D. None of these | |
103. |
According to Lacey, in regime conditions |
A. | Silt is kept in suspension by vertical components of eddies |
B. | Entire cross-section of the channel is generated at all points by the forces normal to the wetted perimeter |
C. | Both (a) and (b) |
D. | Neither (a) nor (b) |
Answer» D. Neither (a) nor (b) | |
104. |
According to Lacey, depth of scour in a river depends upon the straightness of the reach. If D is the depth of scour in regime flow in a right angled bend, it is |
A. | 1.25 D |
B. | 1.50 D |
C. | 1.75 D |
D. | 2.00 D |
Answer» E. | |
105. |
Cross regulators in main canals are provided |
A. | To regulate water supply in the distributaries |
B. | To increase water head upstream when a main canal is running with low supplies |
C. | To overflow excessive flow water |
D. | None of these |
Answer» C. To overflow excessive flow water | |
106. |
In Montague type fall |
A. | A straight glacis is provided |
B. | A circular glacis is provided |
C. | A parabolic glacis is provided |
D. | No glacis is provided |
Answer» D. No glacis is provided | |
107. |
If the optimum depth of kor watering for a crop is 15.12 cm, the outlet factor for the crop for four week period in hectares per cumec, is |
A. | 1000 |
B. | 1200 |
C. | 1400 |
D. | 1600 |
Answer» E. | |
108. |
A hydraulic structure is designed to withstand |
A. | Seepage forces |
B. | Hydraulic jump |
C. | Hydraulic pressure |
D. | All the above |
Answer» E. | |
109. |
According to Khosla, the exits 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 | |
110. |
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 | |
111. |
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. | |
112. |
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) | |
113. |
In a Sarda type fall, the rectangular crest, may be used for discharge upto |
A. | 6 cumecs |
B. | 10 cumecs |
C. | 14 cumecs |
D. | 20 cumecs |
Answer» D. 20 cumecs | |
114. |
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 | |
115. |
A river training work is generally required when the river is |
A. | Meandering |
B. | Aggrading |
C. | Degrading |
D. | All the above |
Answer» B. Aggrading | |
116. |
Pick up the correct statement from the following: |
A. | Gravity water is harmful to crops |
B. | Hygroscopic water remains attached to soil molecules by chemical bond |
C. | Capillary moisture held in the soil pores against gravity by surface tension, is utilised by plants |
D. | All the above |
Answer» D. All the above | |
117. |
The main cause of silting up a channel, |
A. | Non-regime section |
B. | Inadequate slope |
C. | Defective head regulator |
D. | All the above |
Answer» E. | |
118. |
The structure constructed to allow drainage water to flow under pressure through an inverted syphon below a canal, is called |
A. | Syphon |
B. | Super passage |
C. | Super-aqueduct |
D. | Syphon aqueduct |
Answer» E. | |
119. |
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 | |
120. |
Pick up the correct statement from the following |
A. | Escapes are essential safety valves in a canal system |
B. | The escapes must lead the surplus water to natural drainages |
C. | The escapes are aligned to take advantage of contours of lower values |
D. | All the above |
Answer» E. | |
121. |
The water face of the guide banks, is protected by |
A. | One men stone pitching |
B. | Two man stone pitching |
C. | Three man stone pitching |
D. | Four man stone pitching |
Answer» B. Two man stone pitching | |
122. |
The field capacity of a soil depends upon |
A. | Capillary tension in soil |
B. | Porosity of soil |
C. | Both (a) and (b) |
D. | Neither (a) nor (b) |
Answer» D. Neither (a) nor (b) | |
123. |
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-distributary-minor |
C. | Head works-main canal-branch canal-minor-distributary |
D. | Heads works-branch canal-main canal distributary, mino |
Answer» C. Head works-main canal-branch canal-minor-distributary | |
124. |
To hold hydraulic jumps, baffle walls are provided in |
A. | Sarda type falls |
B. | English type falls |
C. | Montague type falls |
D. | Vertical type falls |
Answer» C. Montague type falls | |
125. |
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 downstream of the crest-wall, is given by the equation |
A. | t = (h + 1)/(G + t) |
B. | t = (h – 1)/(G + t) |
C. | t = (h – 1)/(G – t) |
D. | t = (h + 1)/G |
Answer» D. t = (h + 1)/G | |
126. |
If A is the area of the surface, density of water, then |
A. | Total pressure on the surface is e |
B. | Depth of the point at which total pressure acts is equal to its moment of inertia divided by |
C. | Depth of the centre of pressure is 2/3H vertically below the surface |
D. | All the above |
Answer» E. | |
127. |
If water table is comparatively high, the irrigation canal becomes useless, due to |
A. | Large amount of seepage |
B. | Water logging of the cultivated areas |
C. | Uncertain water demand |
D. | All the above |
Answer» E. | |
128. |
The field capacity of a soil is 25%, its permanent wilting point is 15% and specific dry unity weight is 1.5. If the depth of root zone of a crop, is 80 cm, the storage capacity of the soil, is |
A. | 8 cm |
B. | 10 cm |
C. | 12 cm |
D. | 14 cm |
Answer» D. 14 cm | |
129. |
In gravity canals, F.S.L. is |
A. | Always at the ground level |
B. | Always below the ground level |
C. | Generally 4 to 5 metres above the ground level |
D. | Only a few cm above the ground level |
Answer» E. | |
130. |
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 | |
131. |
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. | |