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				This section includes 365 Mcqs, each offering curated multiple-choice questions to sharpen your Civil Engineering knowledge and support exam preparation. Choose a topic below to get started.
| 151. | 
                                    If a vessel containing liquid moves downward with a constant acceleration equal to ‘g’ then | 
                            
| A. | he pressure throughout the liquid mass is atmospheric | 
| B. | here will be vacuum in the liquid | 
| C. | he pressure in the liquid mass is greater than hydrostatic pressure | 
| D. | one of the above | 
| Answer» B. here will be vacuum in the liquid | |
| 152. | 
                                    The boundary layer thickness at a distance of l m from the leading edge of a flat plate, kept at zero angle of incidence to the flow direction, is O.l cm. The velocity outside the boundary layer is 25 ml sec. The boundary layer thickness at a distance of 4 m is (Assume that boundary layer is entirely laminar) | 
                            
| A. | .40 cm | 
| B. | .20 cm | 
| C. | .10 cm | 
| D. | .05 cm | 
| Answer» C. .10 cm | |
| 153. | 
                                    Due to each end contraction, the discharge of rectangular sharp crested weir is reduced by | 
                            
| A. | % | 
| B. | 0% | 
| C. | 5% | 
| D. | 0% | 
| Answer» B. 0% | |
| 154. | 
                                    The distance from pipe boundary, at which the turbulent shear stress is one-third die wall shear stress, is (where R is the radius of pipe) | 
                            
| A. | /3 R | 
| B. | /2 R | 
| C. | /3 R | 
| D. | /4 R | 
| Answer» B. /2 R | |
| 155. | 
                                    The horizontal component of force on a curved surface is equal to the | 
                            
| A. | roduct of pressure intensity at its centroid and area | 
| B. | orce on a vertical projection of the curved surface | 
| C. | eight of liquid vertically above the curved surface | 
| D. | orce on the horizontal projection of the curved surface | 
| Answer» C. eight of liquid vertically above the curved surface | |
| 156. | 
                                    Coefficient of velocity for Borda’s mouth piece running full is | 
                            
| A. | 0.611 | 
| B. | 0.707 | 
| C. | 0.855 | 
| D. | 0 | 
| Answer» C. 0.855 | |
| 157. | 
                                    The discharge over a broad crested weir is maximum when the depth of flow is (where H is the available head) | 
                            
| A. | /3 | 
| B. | /2 | 
| C. | H/5 | 
| D. | H/3 | 
| Answer» E. | |
| 158. | 
                                    The depth ‘d’ below the free surface at which the point velocity is equal to the average velocity of flow for a uniform laminar flow with a free surface, will be (where D is the depth of flow) | 
                            
| A. | .423 D | 
| B. | .577 D | 
| C. | .223 D | 
| D. | .707 D | 
| Answer» C. .223 D | |
| 159. | 
                                    All the terms of energy in Bernoulli’s equation have dimension of | 
                            
| A. | nergy | 
| B. | ork | 
| C. | ass | 
| D. | ength | 
| Answer» E. | |
| 160. | 
                                    The major loss of energy in long pipes is due to | 
                            
| A. | udden enlargement | 
| B. | udden contraction | 
| C. | radual contraction or enlargement | 
| D. | riction | 
| Answer» E. | |
| 161. | 
                                    For laminar flow in a pipe of circular cross-section, the Darcy’s friction factor f is | 
                            
| A. | irectly proportional to Reynolds number and independent of pipe wall roughness | 
| B. | irectly proportional to pipe wall roughness and independent of Reynolds number | 
| C. | nversely proportional to Reynolds number and indpendent of pipe wall roughness | 
| D. | nversely proportional to Reynolds number and directly proportional to pipe wall roughness | 
| Answer» D. nversely proportional to Reynolds number and directly proportional to pipe wall roughness | |
| 162. | 
                                    Least possible value of correction factor fori) kinetic energy is zeroii) kinetic energy is 1iii) momentum is zeroiv) momentum is 1The correct statements are | 
                            
| A. | i) and (iii) | 
| B. | ii) and (iii) | 
| C. | i) and (iv) | 
| D. | ii) and (iv) | 
| Answer» E. | |
| 163. | 
                                    The increase in meta centric heighti) increases stabilityii) decreases stabilityiii) increases comfort for passengersiv) decreases comfort for passengersThe correct answer is | 
                            
| A. | i) and (iii) | 
| B. | i) and (iv) | 
| C. | ii) and (iii) | 
| D. | ii) and (iv) | 
| Answer» C. ii) and (iii) | |
| 164. | 
                                    If a sphere of diameter 1 cm falls in castor oil of kinematic viscosity 10 stokes, with a terminal velocity of 1.5 cm/sec, the coefficient of drag on the sphere is | 
                            
| A. | ess than 1 | 
| B. | etween 1 and 100 | 
| C. | 60 | 
| D. | 00 | 
| Answer» D. 00 | |
| 165. | 
                                    The continuity equation pi V,A,= p2V2A2 is based on the following assumption regarding flow of fluid (where pi and p2 are mass densities.) | 
                            
| A. | teady flow | 
| B. | niform flow | 
| C. | ncompressible flow | 
| D. | rictionless flow | 
| Answer» B. niform flow | |
| 166. | 
                                    Ay between two stream lines represents | 
                            
| A. | elocity | 
| B. | ischarge | 
| C. | ead | 
| D. | ressure | 
| Answer» C. ead | |
| 167. | 
                                    The discharge of a liquid of kinematic viscosity 4 cm²/sec through a 8 cm dia-meter pipe is 3200n cm7sec. The type of flow expected is | 
                            
| A. | aminar flow | 
| B. | ransition flow | 
| C. | urbulent flow | 
| D. | ot predictable from the given data | 
| Answer» B. ransition flow | |
| 168. | 
                                    The theoretical value of coefficient of contraction of a sharp edged orifice is | 
                            
| A. | 0.611 | 
| B. | 0.85 | 
| C. | 0.98 | 
| D. | 0 | 
| Answer» B. 0.85 | |
| 169. | 
                                    The horse power transmitted through a pipe is maximum when the ratio of loss of head due to friction and total head supplied is | 
                            
| A. | /3 | 
| B. | /4 | 
| C. | /2 | 
| D. | /3 | 
| Answer» B. /4 | |
| 170. | 
                                    The shear stress distribution for a fluid flowing in between the parallel plates, both at rest, is | 
                            
| A. | onstant over the cross section | 
| B. | arabolic distribution across the section | 
| C. | ero at the mid plane and varies linearly with distance from mid plane | 
| D. | ero at plates and increases linearly to midpoint | 
| Answer» D. ero at plates and increases linearly to midpoint | |
| 171. | 
                                    The ratio of average velocity to maximum velocity for steady laminar flow in circular pipes is | 
                            
| A. | /2 | 
| B. | /3 | 
| C. | /2 | 
| Answer» B. /3 | |
| 172. | 
                                    The unit of kinematic viscosity is | 
                            
| A. | m/cm-sec² | 
| B. | yne-sec/cm² | 
| C. | m/cm²-sec | 
| D. | m²/sec | 
| Answer» E. | |
| 173. | 
                                    Choose the wrong statement.Alcohol is used in manometer, because | 
                            
| A. | ts vapour pressure is low | 
| B. | t provides suitable meniscus for the inclined tube | 
| C. | ts density is less | 
| D. | t provides longer length for a given pressure difference | 
| Answer» B. t provides suitable meniscus for the inclined tube | |
| 174. | 
                                    Pressure of the order of 10''' torr can be measured by | 
                            
| A. | ourdon tube | 
| B. | irani Gauge | 
| C. | icro-manometer | 
| D. | onisastion gauge | 
| Answer» E. | |
| 175. | 
                                    An arch with three hinges, is a structure | 
                            
| A. | Statically determinate | 
| B. | Statically indeterminate | 
| C. | Geometrically unstable | 
| D. | Structurally sound but indeterminate | 
| Answer» B. Statically indeterminate | |
| 176. | 
                                    For similarity, in addition to models being geometrically similar to prototype, the following in both cases should also be equal | 
                            
| A. | ratio of inertial force to force due to viscosity | 
| B. | ratio of inertial force to force due to gravitation | 
| C. | ratio of inertial force to force due to surface tension | 
| D. | all the four ratios of inertial force to force due to viscosity, gravitation, surface tension, and elasticity | 
| Answer» E. | |
| 177. | 
                                    Principle of similitude forms the basis of | 
                            
| A. | comparing two identical equipments | 
| B. | designing models so that the result can be converted to prototypes | 
| C. | comparing similarity between design and actual equipment | 
| D. | hydraulic designs | 
| Answer» C. comparing similarity between design and actual equipment | |
| 178. | 
                                    A hydraulic press has a ram of 15 cm diameter and plunger of 1.5 cm. It is required to lift a weight of 1 tonne. The force required on plunger is equal tc | 
                            
| A. | 10 kg | 
| B. | 100 kg | 
| C. | 1000 kg | 
| D. | 1 kg | 
| Answer» B. 100 kg | |
| 179. | 
                                    Bernoulli equation deals with the law of conservation of | 
                            
| A. | mass | 
| B. | momentum | 
| C. | energy | 
| D. | work | 
| Answer» D. work | |
| 180. | 
                                    The flow in which conditions do not change with time at any point, is known as | 
                            
| A. | one dimensional flow | 
| B. | uniform flow | 
| C. | steady flow | 
| D. | turbulent flow | 
| Answer» D. turbulent flow | |
| 181. | 
                                    The flow in which each liquid particle has a definite path and their paths do not cross each other is called | 
                            
| A. | one dimensional flow | 
| B. | uniform flow | 
| C. | steady flow | 
| D. | streamline flow | 
| Answer» E. | |
| 182. | 
                                    The flow which neglects changes in a transverse direction is known as | 
                            
| A. | one dimensional flow | 
| B. | uniform flow | 
| C. | steady flow | 
| D. | turbulent flow | 
| Answer» B. uniform flow | |
| 183. | 
                                    Steady flow occurs when | 
                            
| A. | the direction and magnitude of the velocity at all points are identical | 
| B. | the velocity of successive fluid par-ticles, at any point, is the same at suc-cessive periods of time | 
| C. | the magnitude and direction of the velocity do not change from point to point in the fluid | 
| D. | the fluid particles move in plane or parallel planes and the streamline pat-terns are identical in each plane | 
| Answer» C. the magnitude and direction of the velocity do not change from point to point in the fluid | |
| 184. | 
                                    Gradually varied flow is | 
                            
| A. | steady uniform | 
| B. | non-steady non-uniform | 
| C. | non-steady uniform | 
| D. | steady non-uniform | 
| Answer» E. | |
| 185. | 
                                    Uniform flow occurs when | 
                            
| A. | the flow is steady | 
| B. | the flow is streamline | 
| C. | size and shape of the cross section in a particular length remain constant | 
| D. | size and cross section change uniform¬ly along length | 
| Answer» D. size and cross section change uniform¬ly along length | |
| 186. | 
                                    During the opening of a valve in a pipe line, the flow is | 
                            
| A. | steady | 
| B. | unsteady | 
| C. | uniform | 
| D. | laminar | 
| Answer» C. uniform | |
| 187. | 
                                    Non uniform flow occurs when | 
                            
| A. | the direction and magnitude of the velocity at all points are identical | 
| B. | the velocity of successive fluid par-ticles, at any point, is the same at suc-cessive periods of time | 
| C. | the magnitude aricf direction of the velocity do not change from point to point in the fluid | 
| D. | velocity, depth, pressure, etc. change from point to point in the fluid flow. | 
| Answer» E. | |
| 188. | 
                                    In the case of steady flow of a fluid, the acceleration of any fluid particle is | 
                            
| A. | constant | 
| B. | variable | 
| C. | zero | 
| D. | zero under limiting conditions | 
| Answer» D. zero under limiting conditions | |
| 189. | 
                                    An ideal flow of any fluid must satisfy | 
                            
| A. | Pascal law | 
| B. | Newton’s law of viscosity | 
| C. | boundary layer theory | 
| D. | continuity equation | 
| Answer» E. | |
| 190. | 
                                    Flow of water in a pipe about 3 meters in diameter can be measured by | 
                            
| A. | orifice plate | 
| B. | venturi | 
| C. | rotameter | 
| D. | pitot tube | 
| Answer» E. | |
| 191. | 
                                    Rotameter is a device used to measure | 
                            
| A. | absolute pressure | 
| B. | velocity of fluid | 
| C. | flow | 
| D. | rotation | 
| Answer» D. rotation | |
| 192. | 
                                    Hot wire anemometer is used to measure | 
                            
| A. | pressure in gases | 
| B. | liquid discharge | 
| C. | pressure in liquids | 
| D. | gas velocities | 
| Answer» E. | |
| 193. | 
                                    Total pressure on a lmxlm gate immersed vertically at a depth of 2 m below the free water surface will be | 
                            
| A. | 1000 kg | 
| B. | 4000 kg | 
| C. | 2000 kg | 
| D. | 8000 kg | 
| Answer» B. 4000 kg | |
| 194. | 
                                    For measuring flow by a venturimeter, if should be installed in | 
                            
| A. | vertical line | 
| B. | horizontal line | 
| C. | inclined line with flow downward | 
| D. | in any direction and in any location` | 
| Answer» E. | |
| 195. | 
                                    The normal stress is same in all directions at a point in a fluid | 
                            
| A. | only when the fluid is frictionless | 
| B. | only when the fluid is incompressible and has zero viscosity | 
| C. | when there is no motion of one fluid layer relative to an adjacent layer | 
| D. | irrespective of the motion of one fluid layer relative to an adjacent layer | 
| Answer» D. irrespective of the motion of one fluid layer relative to an adjacent layer | |
| 196. | 
                                    In an immersed body, center of pressure is | 
                            
| A. | at the center of gravity | 
| B. | above the center of gravity | 
| C. | below be center of gravity | 
| D. | could be above or below e.g. depending on density of body and liquid | 
| Answer» D. could be above or below e.g. depending on density of body and liquid | |
| 197. | 
                                    The time oscillation of a floating body with increase in metacentric height will be | 
                            
| A. | same | 
| B. | higher | 
| C. | lower | 
| D. | lower/higher depending on weight of body | 
| Answer» D. lower/higher depending on weight of body | |
| 198. | 
                                    The pressure in the air space above an oil (sp. gr. 0.8) surface in a tank is 0.1 kg/cm”. The pressure at 2.5 m below the oil surface will be | 
                            
| A. | 2 meters of water column | 
| B. | 3 meters of water column | 
| C. | 3.5 meters of water column | 
| D. | 4 m of water column | 
| Answer» C. 3.5 meters of water column | |
| 199. | 
                                    Differential monometer is used to measure | 
                            
| A. | pressure in pipes, channels etc. | 
| B. | atmospheric pressure | 
| C. | very low pressure | 
| D. | difference of pressure between two points | 
| Answer» E. | |
| 200. | 
                                    Resultant pressure of the liquid in the case of an immersed body acts through | 
                            
| A. | center of gravity | 
| B. | center of pressure | 
| C. | metacentre | 
| D. | center of buoyancy | 
| Answer» C. metacentre | |