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This section includes 657 Mcqs, each offering curated multiple-choice questions to sharpen your Testing Subject knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
In above problem what will be the ratio of discharge? |
| A. | 27.7 |
| B. | 83.5 |
| C. | 100 |
| D. | 277 |
| E. | 2.77 |
| Answer» B. 83.5 | |
| 2. |
A piezometer is not used for pressure measurement in pipes when |
| A. | Velocity of fluid is low |
| B. | The pressure drop in the pipe is low |
| C. | The pressure is very low |
| D. | Velocity of fluid is high |
| E. | The fluid in the pipe is a gas |
| Answer» F. | |
| 3. |
The boundary condition for steady flow of an ideal fluid is that the |
| A. | Continuity equation must be satisfied |
| B. | Boundary surface must be stationary |
| C. | Velocity component tangent to the boundary is zero |
| D. | Velocity is zero at the boundary |
| E. | Velocity component normal to the boundary is zero |
| Answer» F. | |
| 4. |
In order to avoid a correction for the effect of capillarity in manometers, the diameter of the tube should be |
| A. | Less than 1 mm |
| B. | Less than 3 mm |
| C. | Less than 4.5 mm |
| D. | Greater than or equal to 6 mm |
| E. | None of the above |
| Answer» E. None of the above | |
| 5. |
Identify the statement which is not one of the assumptions made for the derivation of Bernoulli's theorem |
| A. | All the above |
| B. | The flow is two dimensional |
| C. | Fluid is incompressible |
| D. | Fluid is ideal |
| E. | The flow is steady and continuous |
| Answer» C. Fluid is incompressible | |
| 6. |
1 atm pressure is equivalent to |
| A. | 1.01315 x 105 N/m2 |
| B. | 700 mm Hg |
| C. | 1.0133 x 105 kg/m-sec2 |
| D. | 1.0133 x 106 kg/cm-sec2 |
| E. | Any of the above |
| Answer» F. | |
| 7. |
A hydrograph is is a plot of |
| A. | Discharge against time |
| B. | Cumulative run off against time |
| C. | Rainfall intensity against time |
| D. | Cumulative rainfall against time |
| Answer» B. Cumulative run off against time | |
| 8. |
Select the statement which is correct |
| A. | Local atmospheric pressure is always below standard atmospheric pressure |
| B. | Standard atmospheric pressure is 1 kg/cm2 |
| C. | Standard atmospheric pressure is the mean local atmospheric pressure at sea level |
| D. | Local atmospheric pressure depends upon the elevation of the locality only |
| E. | A barometer reads the difference between load and standard atmospheric pressure |
| Answer» D. Local atmospheric pressure depends upon the elevation of the locality only | |
| 9. |
1 lb/in2 pressure is equivalent to |
| A. | 144 lb/ft2 |
| B. | 6.8046 x 10-2 |
| C. | 6.8947 x 103 kg/m-sec2 |
| D. | 0.06895 bar |
| E. | Any of the above |
| Answer» F. | |
| 10. |
The pressure in metres of oil (specific gravity 0.85) equivalent to 42.5 m of water is |
| A. | 100 m |
| B. | 52.5 m |
| C. | 85 m |
| D. | 42.5 m |
| E. | 50 m |
| Answer» F. | |
| 11. |
In a flow field, stagnation point is a point where the |
| A. | both pressure and velocity are zero |
| B. | pressure is zero |
| C. | velocity is zero |
| D. | gravitational effect is zero |
| Answer» E. | |
| 12. |
When a fluid flows through a tapering pipe at a constantly increasing rate, the flow is said to |
| A. | Irrotational flow |
| B. | Unsteady uniform flow |
| C. | Unsteady flow |
| D. | Turbulent flow |
| E. | Unsteady non-uniform flow |
| Answer» F. | |
| 13. |
In a centrifugal pump the pressure energy of water is increased because of |
| A. | Rotation of impeller |
| B. | Centrifugal force |
| C. | Momentum of particles |
| D. | Lift of particles |
| E. | None of the above |
| Answer» C. Momentum of particles | |
| 14. |
A hydro-electric plant is usually temed as high head plant when the head is |
| A. | more than 5 m |
| B. | more than 45 m |
| C. | more than 35 m |
| D. | more than 25 m |
| E. | more than 15 m |
| Answer» C. more than 35 m | |
| 15. |
In case of forced vortex |
| A. | The fluid rotates with radial as well vertical velocities. |
| B. | Velocity increases with radius |
| C. | The motion of fluid varies at random |
| D. | Velocity decreases with radius |
| E. | The fluid rotates as a composite solid |
| Answer» C. The motion of fluid varies at random | |
| 16. |
2𝑔148. The power transmitted through the pipe is maximum when head lost due to friction in the pipe is equal to |
| A. | (1/3) rd of the total supply head |
| B. | (1/4) th of the total supply head |
| C. | (1/5) th of the total supply head |
| D. | (1/8) th of the total supply head |
| Answer» D. (1/8) th of the total supply head | |
| 17. |
In MLT system the dimensions of angular momentum would be |
| A. | ML2T-2 |
| B. | MLT-2 |
| C. | MLT-1 |
| D. | ML2T-1 |
| E. | ML2T |
| Answer» E. ML2T | |
| 18. |
The simplest type of controls for reservoir outlets is provided by |
| A. | Radial gates |
| B. | Slide gates |
| C. | Jet flow gates |
| D. | Cylindrical gates |
| E. | Height pressure gates |
| Answer» C. Jet flow gates | |
| 19. |
Loss of head due to sudden enlargement is given as |
| A. | (𝑉1−𝑉2)32𝑔 |
| B. | (𝑉1−𝑉2)22𝑔 |
| C. | (𝑉12−𝑉22)2𝑔 |
| D. | √(𝑉1−𝑉2)2𝑔 |
| Answer» C. (𝑉12−𝑉22)2𝑔 | |
| 20. |
For hypersonic flow, the Mach no, is |
| A. | Creater than two |
| B. | Greater than unity |
| C. | Greater than four |
| D. | Greater than ten |
| E. | Unity |
| Answer» D. Greater than ten | |
| 21. |
In an isothermal atmosphere |
| A. | Pressure varies in the same way as density |
| B. | Pressure is constant all over |
| C. | Pressure decreases linearly with elevation |
| D. | Pressure varies exponentially with density |
| E. | Pressure increases directly as the square of height |
| Answer» B. Pressure is constant all over | |
| 22. |
A tank 2 m square contains one metre of water. Now the tank is accelerated in the horizontal direction parallel to a pair of sides at the rate of 4 m/sec2. In order that there may be no spilling of water the minimum height of the tank should be |
| A. | 4 m |
| B. | 2.32 m |
| C. | 1.41 m |
| D. | 2 m |
| E. | 1 m |
| Answer» D. 2 m | |
| 23. |
In a turbulent flow in a pipe we know the |
| A. | Viscous stresses dominate |
| B. | Reynolds number is greater than 10,000 |
| C. | Shear stress varies linearly with radius |
| D. | Head loss varies linearly with the flow rate |
| E. | Fluid particles move in straight lines |
| Answer» D. Head loss varies linearly with the flow rate | |
| 24. |
Falling drops of water become spherical due to |
| A. | Dynamic viscosity |
| B. | Cohesion |
| C. | Adhesion |
| D. | Surface tension |
| E. | Kinematic viscosity |
| Answer» E. Kinematic viscosity | |
| 25. |
The Reynolds number for flow of 0.3 m3/s of oil sp. Gr. 0.86, |
| A. | 29.2 |
| B. | 292 |
| C. | 2920 |
| D. | 22930 |
| E. | None of the above |
| Answer» E. None of the above | |
| 26. |
Rocks with excessive internal stresses which may cause spalling are known as |
| A. | Popping rocks |
| B. | Stratified rocks |
| C. | Swelling rocks |
| D. | Crushed rocks |
| E. | Schistos rocks |
| Answer» C. Swelling rocks | |
| 27. |
If the specific speed of a turbine is 6 then the turbine should be |
| A. | Thomson |
| B. | Kaplan |
| C. | Pelton wheel |
| D. | Francis |
| E. | Fourneyron |
| Answer» D. Francis | |
| 28. |
The Reynolds number for pipe flow is given by |
| A. | VD/v |
| B. | VD |
| C. | VD ? / |
| D. | VD / |
| E. | None of the above |
| Answer» D. VD / | |
| 29. |
Type of impeller used in mud pumps is |
| A. | Shrouded |
| B. | One side shrouded |
| C. | Open |
| D. | Double suction |
| E. | Any of the above |
| Answer» D. Double suction | |
| 30. |
Reynold's no. may be defined as the ratio of |
| A. | Viscous forces to gravity forces |
| B. | Viscous forces to inertial forces |
| C. | Gravity forces to thertial forces |
| D. | None |
| E. | Elastic forces to pressure forces |
| Answer» E. Elastic forces to pressure forces | |
| 31. |
The critical depth on a channel is given by |
| A. | h = v2/g |
| B. | h = v2/2g |
| C. | h = v/g |
| D. | h = 2v/g |
| E. | h = v/2g |
| Answer» B. h = v2/2g | |
| 32. |
A mouthpiece cannot be used under very large head because |
| A. | The variation in discharge is large |
| B. | Cavitation occurs at the vena contracta |
| C. | Of practical difficulties in contraction |
| D. | Vortex is created at the vena contracta |
| E. | The flow through mouthpiece is erratic |
| Answer» F. | |
| 33. |
Euler's equation of motion can be integrated when it is assumed that |
| A. | The flow is rotational |
| B. | Continrity equation is satisfied |
| C. | Velocity potential exists and the density is constant |
| D. | The fluid is incompressible |
| E. | Bernoulli's satisfied |
| Answer» D. The fluid is incompressible | |
| 34. |
A Kaplan turbine is suitable for |
| A. | High head low discharge |
| B. | High head high discharge |
| C. | Low head low discharge |
| D. | Low head high discharge |
| E. | None of the above |
| Answer» E. None of the above | |
| 35. |
In order that the water shall never rise more than 100 cm above the crest for a discharge of 5 cube metres per second, the length of weir will be |
| A. | 2.5 metres |
| B. | 2.51 metres |
| C. | 2.00 metres |
| D. | 1 metre |
| E. | 2.49 metres |
| Answer» F. | |
| 36. |
The viscosity of a fluid with specific gravity 1.3 is measured to be 0.0034 Ns/m2. Its kinematic viscosity, in m2/s, is |
| A. | 5.8 x 10-6 |
| B. | 2.6 x 10-6 |
| C. | 9.6 x 10-6 |
| D. | 4.4 x 10-6 |
| E. | 7.2 x 10-6 |
| Answer» C. 9.6 x 10-6 | |
| 37. |
The pressure gradient in laminar motion along the flow dirction is equal to |
| A. | velocity gradient |
| B. | the rate of change of shear stress normal to the direction of flow |
| C. | the rate of change of velocity normal to the direction of flow |
| D. | the rate of change of shear stress along the direction of flow |
| Answer» D. the rate of change of shear stress along the direction of flow | |
| 38. |
The pressure gradient (?p/?x) in a developed turbulent flow in a horizontal pipe |
| A. | varies directly with the average velocity |
| B. | is constant |
| C. | decreases exponentially |
| D. | is zero |
| E. | varies linearly with axial distance |
| Answer» C. decreases exponentially | |
| 39. |
When the rheogram for a fluid at any temperature and pressure is a straight line passing through origin, the fluid is said to be |
| A. | Newtonian |
| B. | Non-Newtonian |
| C. | Bingham |
| D. | Ideal plastic |
| Answer» C. Bingham | |
| 40. |
The centre of buoyancy always coincides with |
| A. | centre of gravity of the body |
| B. | centroid of the volume displaced |
| C. | metacentre |
| D. | None of the above |
| Answer» C. metacentre | |
| 41. |
Water at 20? C will rise, in a clean 1 mm dia. Glass tube, a distance, in cm, of |
| A. | 3 |
| B. | 5 |
| C. | 1 |
| D. | 4 |
| E. | 2 |
| Answer» B. 5 | |
| 42. |
Capallary waves in channels, capillary rise in narrow passages are the instances where |
| A. | surface tension is negligible |
| B. | elastic forces are prefominant |
| C. | surface tension cannot be neglected |
| D. | viscous forces play a dominant role |
| Answer» E. | |
| 43. |
Model analysis of free surface flows are based on |
| A. | Reynold's no |
| B. | Greater than ten |
| C. | Mach no. |
| D. | Froude no. |
| E. | Euler no. |
| Answer» E. Euler no. | |
| 44. |
The purpose of surge tank in a pipe line is to |
| A. | To maintain the flow of water under emergency conditions |
| B. | To relieve the pressure due to water hammer |
| C. | Smoothen the flow of water |
| D. | Prevent occurrence of hydraulic jump |
| E. | Minimise friction losses in pipe |
| Answer» C. Smoothen the flow of water | |
| 45. |
The minimum diameter necessary to avoid the capillary rise in the manometer is |
| A. | 6 mm |
| B. | 1 mm |
| C. | 3 mm |
| D. | 15 mm |
| Answer» B. 1 mm | |
| 46. |
A stationary body immersed in a river has a maximum pressure of 69 Kpa exerted on it at a distance of 5.4 m below the free surface. What velocity of river could be expected ? |
| A. | 9 m/sec |
| B. | 5.4 m/sec |
| C. | 3.82 m/sec |
| D. | 5.67 m/s |
| E. | None of the above |
| Answer» E. None of the above | |
| 47. |
Formation of air pockets in pressure tunnel may be avoided by |
| A. | Avoiding partial gate opening |
| B. | Avoiding traps or pockets along the crown |
| C. | Avoiding vortices formation |
| D. | Avoiding small intakes |
| E. | Any of the above |
| Answer» F. | |
| 48. |
The ratio between inertial forces and the square root of pressure forces is known as |
| A. | Euler number |
| B. | Weber number |
| C. | Mach number |
| D. | Froude number |
| Answer» B. Weber number | |
| 49. |
One dimensional flow is |
| A. | Restricted to flow in a straight line |
| B. | Flow which neglects changes in a transverse direction |
| C. | Steady uniform flow |
| D. | Uniform flow |
| E. | None of the above |
| Answer» C. Steady uniform flow | |
| 50. |
The force, in kN acting on one of the 1.5 m sides of an open cubical water tank (which is full) is |
| A. | 12.1 |
| B. | 10.2 |
| C. | 18.2 |
| D. | 15.3 |
| E. | 16.5 |
| Answer» F. | |