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This section includes 246 Mcqs, each offering curated multiple-choice questions to sharpen your Irrigation Engineering knowledge and support exam preparation. Choose a topic below to get started.
101. |
The channel after attaining its section and longitudinal slope, will be said to be in |
A. | initial |
B. | final |
C. | permanent |
Answer» C. permanent | |
102. |
The ratio of the hed recovered to the head put in an outlet, is called |
A. | proportionality |
B. | flexibility |
C. | sensitivity |
D. | efficiency |
Answer» E. | |
103. |
The berms provide additional strength to banks and thus make it safe against breaches. |
A. | True |
B. | False |
Answer» B. False | |
104. |
Which of the following is the correct sequence of the parts of a canal system? |
A. | Head works, distributary, branch canals and minor. |
B. | Head works, main canal, branch canal, distributary and minor. |
C. | Head works, main canal, branch canal, minor and distributary. |
D. | none of the above |
Answer» C. Head works, main canal, branch canal, minor and distributary. | |
105. |
In Lane's weighted creep theory, he proposed a weight of |
A. | three for vertical creep and one for horizontal creep |
B. | three for horizontal creep and one for vertical creep |
C. | two for vertical and two for horizontal creep |
D. | any one of the above |
Answer» B. three for horizontal creep and one for vertical creep | |
106. |
The gaps created in the bank of a canal is called a breach. |
A. | Correct |
B. | Incorrect |
Answer» B. Incorrect | |
107. |
A diversion head work is constructed to |
A. | raise water level at the head of the canal |
B. | regulate the intake of water into the canal |
C. | reduce fluctuations in the supply level of the river |
D. | all of the above |
Answer» E. | |
108. |
The duty of irrigation water goes on |
A. | increasing |
B. | decreasing |
Answer» B. decreasing | |
109. |
Inundation canals draw their supplies from rivers whenever there is a |
A. | low |
B. | high |
C. | medium |
Answer» C. medium | |
110. |
Cyclonic precipitation results from |
A. | lifting of air masses converging into low pressure area |
B. | natural rising of warmer, lighter air in colder and denser surrondings |
C. | lifting of warm moisture-laden air masses due to topographic barriers |
D. | all of the above |
Answer» B. natural rising of warmer, lighter air in colder and denser surrondings | |
111. |
The earth's water circulatory system, is known as |
A. | water cycle |
B. | hydrologic cycle |
C. | precipitation cycle |
D. | all of these |
Answer» C. precipitation cycle | |
112. |
The discharge (Q) over trapezoidal crest of Sarda fall is |
A. | same |
B. | less |
C. | more |
Answer» D. | |
113. |
The ratio of the head recovered to the head put in an outlet, is called |
A. | proportionality |
B. | flexibility |
C. | sensitivity |
D. | efficiency |
Answer» E. | |
114. |
Lining of a canal is necessary |
A. | to minimise the seepage lossses in canal |
B. | to prevent erosion of bed and sides due to high velocities |
C. | to increase the discharge in canal section by increasing the velocity |
D. | all of the above |
Answer» E. | |
115. |
Escapes are also known as |
A. | outlet |
B. | safety valves |
C. | regulators |
Answer» C. regulators | |
116. |
The setting for a hyper-proportional outlet is |
A. | more |
B. | same |
Answer» B. same | |
117. |
Kennedy gave his own formula for the determination of mean velocity. |
A. | Correct |
B. | Incorrect |
Answer» C. | |
118. |
Consumptive use of water by a crop is equal to |
A. | the depth of water consumed by evaporation |
B. | the depth of water consumed by transpiration |
C. | the depth of water consumed by evaporation and transpiration during crop growth, including water consumed by accompanying weed growth |
D. | none of the above |
Answer» D. none of the above | |
119. |
The alignment of a canal |
A. | should be such, so as to ensure minimum number of cross drainage works |
B. | on a water shed is the most economical |
C. | should avoid valuable properties |
D. | all of the above |
Answer» E. | |
120. |
If the critical shear stress of a channel is xc, then the average value of shear stress required to move the grain on the bank is |
A. | 0.5 xc |
B. | 0.75 TC |
C. | xc |
D. | 1.33 TC |
Answer» C. xc | |
121. |
An outlet is said to be proportional, if its flexibility is |
A. | equal to zero |
B. | less than unity |
C. | equal to unity |
D. | more than unity |
Answer» D. more than unity | |
122. |
A contour canal |
A. | is most suitable in hilly areas |
B. | irrigates only on one side |
C. | is aligned parallel to the contour of the country |
D. | all of the above |
Answer» E. | |
123. |
A hydrograph representing one cm of run off from a rainfall of some unit duration and specific area distribution is known as |
A. | hyetograph |
B. | flood hydrograph |
C. | unit hydrograph |
D. | S-hydrograph |
Answer» D. S-hydrograph | |
124. |
The level of a canal diversion head work depends upon |
A. | discharge perimeter |
B. | pond level |
C. | full supply level of canal |
D. | all of these |
Answer» E. | |
125. |
In Sarda type fall, the length of the crest is kept |
A. | more than |
B. | equal to |
C. | less than |
Answer» C. less than | |
126. |
Kennedy, in his silt theory, assumed that the silt is kept in suspension because of eddies generated from the |
A. | bed only |
B. | sides only |
C. | whole perimeter |
D. | any one of these |
Answer» B. sides only | |
127. |
A part of water which exists in the porous space of the soil by molecular attraction, is known as |
A. | capillary water |
B. | gravitational water |
C. | hygroscopic water |
D. | all of these |
Answer» B. gravitational water | |
128. |
Sandy soils with good drainage become impermeable after prolonged use, if it is irrigated with a water containing |
A. | 25% |
B. | 50% |
C. | 75% |
D. | 85% |
Answer» E. | |
129. |
According to Kennedy, the silt supporting power is |
A. | directly proportional to |
B. | inversely proportional to |
Answer» B. inversely proportional to | |
130. |
The weed growth in a canal leads to |
A. | decrease in silting |
B. | decrease in discharge |
C. | increase in discharge |
D. | increase in velocity of flow |
Answer» C. increase in discharge | |
131. |
Gibb's module is a type of |
A. | non-moduler outlet |
B. | semi-modular outlet |
C. | rigid modular outlet |
D. | upon flume outlet |
Answer» D. upon flume outlet | |
132. |
In a super-passage, the F.S.L. of the canal is |
A. | lower than the underside of the trough carrying drainage water |
B. | above the bed level of the drainage trough |
C. | in level with the drainage trough |
D. | none of the above |
Answer» B. above the bed level of the drainage trough | |
133. |
Water logging is caused due to |
A. | inadequate drainage facilities |
B. | over irrigation |
C. | presence of impermeable strata |
D. | all of these |
Answer» E. | |
134. |
The measure adopted to reclaim the water-logged area is |
A. | installation of lift irrigation schemes |
B. | lining of canals |
C. | lowering the full supply level |
D. | all of these |
Answer» B. lining of canals | |
135. |
When a canal flowing under pressure is carried below a natural drainage such that its F.S.L. does not touch the under side of the supporting structure, the structure provided is super-passage. |
A. | Correct |
B. | Incorrect |
Answer» B. Incorrect | |
136. |
For a discharge of 4m3/s in Sarda type fall, |
A. | rectangular |
B. | trapezoidal |
Answer» B. trapezoidal | |
137. |
When an oven-dried sample of soil is kept open in the atmosphere, it absorbs some amount of water. This water is known as |
A. | capillary water |
B. | gravitational water |
C. | hygroscopic water |
D. | all of these |
Answer» D. all of these | |
138. |
A canal aligned at right angles to the contour of a country, is known as |
A. | side slope canal |
B. | contour canal |
C. | water shed canal |
D. | branch canal |
Answer» B. contour canal | |
139. |
Presence of tail water in a gravity dam |
A. | (i) and (iii) |
B. | (i)and(iv) |
C. | (ii) and (iii) |
D. | (ii) and (iv) |
Answer» E. | |
140. |
The uplift pressure on a dam can be controlled by |
A. | only (i) |
B. | both (i) and (ii) |
C. | both (i) and (iii) |
D. | (i), (ii) and (iii) |
Answer» E. | |
141. |
For a catchment area of 120 km2, the equilibrium discharge in m3/hour of an S-curve obtained by the summation of 6 hour unit hydro graph is |
A. | 0.2 x 106 |
B. | 0.6 x 106 |
C. | 2.4 xlO6 |
D. | 7.2 xlO6 |
Answer» B. 0.6 x 106 | |
142. |
A spoil bank is formed when the |
A. | canal has steel bed slope |
B. | canal section is too large |
C. | volume of excavation is in excess of the embankment filling |
D. | canal alignment is meandrous |
Answer» D. canal alignment is meandrous | |
143. |
When the full supply level (F.S.L.) of the canal is much below the bed level of the drainage trough, then the cross drainage provided is called syphon aqueduct. |
A. | Yes |
B. | No |
Answer» C. | |
144. |
When the drain is over the canal, the structure provided is known as |
A. | aqueduct |
B. | super-passage |
C. | canal syphon |
D. | syphon aqueduct |
Answer» C. canal syphon | |
145. |
The primary cause of meandering is the excess of total charge during floods, when excess of turbulence is developed. |
A. | True |
B. | False |
Answer» B. False | |
146. |
A levee on flood |
A. | increases the water surface elevation of the river at flood |
B. | decreases the surface slope of the stream above the leveed portion |
C. | increases the velocity and scouring action through leveed section |
D. | all of the above |
Answer» E. | |
147. |
The crest level in a barrage is kept at a |
A. | low |
B. | high |
C. | moderate |
Answer» B. high | |
148. |
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 |
A. | (i) and (ii) |
B. | (i),(ii) and (iii) |
C. | (i), (ii) and (iv) |
D. | (i), (ii), (iii) and (iv) |
Answer» C. (i), (ii) and (iv) | |
149. |
In order to estimate the high flood discharge in fan-shaped catchment, the formula used is |
A. | Dicken's formula |
B. | Ryve's formula |
C. | Inglis formula |
D. | Fanning's formula |
Answer» D. Fanning's formula | |
150. |
The sensitivity of an outlet is defined as the ratio of the |
A. | rate of change of discharge of an outlet to the rate of change of discharge of the distributing channel |
B. | rate of change of discharge of an outlet to the rate of change in level of the distributing surface, referred to normal depth of the channel |
C. | depth of the sill or the crest level of the module below the full supply of the distributing channel to the full supply depth of the distributing channel |
D. | head recovered to the head put in an outlet |
Answer» C. depth of the sill or the crest level of the module below the full supply of the distributing channel to the full supply depth of the distributing channel | |