Fluid Mechanics And Machinery Set 2

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This set of Fluid Mechanics and Machinery Multiple Choice Questions & Answers (MCQs) focuses on Fluid Mechanics And Machinery Set 2

Q1 | A circular pipe of radius 7 cm is used for water flow transmission. This pipe is moulded into another pipe with a square cross-section keeping the length same. (Ignore the thickness of the pipe). Calculate the hydraulic diameter of the moulded pipe. (Take π = 22/7).
  • 11 cm
  • 7 cm
  • 3.5 cm
  • 22 cm
Q2 | The Reynolds number is found out for a flow in a circular pipe. This circular pipe is moulded into a square pipe, keeping length of the pipe same. Ignore the thickness of the pipe. The Reynolds number changes by
  • 57% decrease
  • 57% increase
  • 43% decrease
  • 43% increase
Q3 | The flow through a circular pipe is laminar. Now, the fluid through the pipe is replaced with a more viscous fluid and passed through the pipe again with the same velocity. What can we say about the nature of this flow?
  • the flow will become turbulent
  • the flow will be a transition flow
  • the flow will remain laminar
  • the reynolds number of the earlier flow is required to answer this question
Q4 | What can be the maximum diameter of the pipe for the water flow of velocity 1 m/s (ν = 10-6) to be laminar in nature? Assume Lower critical Reynolds number to be 2100.
  • 2.1 mm
  • 21 mm
  • 21 cm
  • 0.21 mm
Q5 | Which of the following flows have the highest critical Reynolds number (lower)?
  • flow in a pipe
  • flow between parallel plates
  • flow in an open channel
  • flow around spherical body
Q6 | The flow separation occurs when the fluid travels away from the  
  • surface
  • fluid body
  • adverse pressure gradient
  • inter-molecular spaces
Q7 | The swirl caused due to eddies are called as
  • vortices
  • vertices
  • volume
  • velocity
Q8 | Eddy viscosity is a turbulent transfer of 
  • fluid
  • heat
  • momentum
  • pressure
Q9 | Which among the following is a device that converts a laminar flow into a turbulent flow?
  • dead weight gauge
  • vacuum gauge
  • turbulator
  • ionization gauge
Q10 | Boundary layer separation does not undergo detachment.
  • true
  • false
Q11 | With the boundary layer separation, displacement thickness 
  • increases
  • decreases
  • remains same
  • independent
Q12 | automatic control scheme during the fluid flow?
  • rotameters
  • pulley plates
  • rotary piston
  • pilot static tube
Q13 | What is D’Alembert’s Paradox?
  • resistance= 0
  • drag force= 0
  • temperature = 0
  • pressure gradient= 0
Q14 | The steady- state flow must satisfy
  • kirchhoff’s law
  • newtons law
  • rutherford’s experiment
  • kepler’s law
Q15 | depend on the friction factor?
  • pipe diameter
  • fluid density
  • viscosity
  • weight
Q16 | How do we calculate losses for a larger range of Reynolds number?
  • moody chart
  • bar chart
  • scatter chart
  • column histogram
Q17 | Darcy- Weisbach equation gives relation between 
  • pressure and temperature
  • mass, volume and pressure
  • head loss and pressure loss
  • pressure loss only
Q18 | Which among the following is formula for friction factor of circular pipes?
  • 16/re
  • 64/re
  • re/16
  • re/64
Q19 | Loss of head due to friction is  
  • directly proportional to hydraulic radius
  • inversely proportional to velocity
  • inversely proportional to hydraulic radius
  • directly proportional to gravitational constant
Q20 | The formula for hydraulic diameter is 
  • 4a/p
  • 4ap
  • 4av
  • 4v
Q21 | What are the reasons for minor head loses in a pipe?
  • friction
  • heat
  • valves and bends
  • temperature
Q22 | What happens to the head loss when the flow rate is doubled?
  • doubles
  • same
  • triples
  • four times
Q23 | Relative roughness is 
  • ϵ/d
  • ϵ*d
  • ϵ/dm
  • ϵgd
Q24 | pipes can take up 
  • pipes of different diameters
  • pipes of the same diameters only.
  • single pipe only
  • short pipes only
Q25 | What is the total loss developed in a series of pipes?
  • sum of losses in each pipe only
  • sum of local losses only
  • sum of local losses plus the losses in each pipe
  • zero