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Fluid Mechanics II

     Lecture 9
 Muhammad Usman
Airfoil Theory
• Angle of inclination depends on the geometerical
  position of the body with respect to motion.
• Flat plate inclined at 4 the ratio of lift to drag
  force is about 6.
 To increase this ratio
• The plate is given a slight curvature in its bottom
• By nicely rounding off the front end of the plate
• Providing sharpe edge in the end.
Reciprocating Pump
• L=Length of the stroke
• A= Cross sectional Area
• N= No. Of revolutions per mint.

• Discharge of Water= LAN/60.
• Discarge of water for double acting
  pump.=2LAN/60.
Slip of Pump
• The difference between actual and
  theoretical discharge is known as slip of
  the pump.
• Force on the piston during suction
  stroke=wHsA
• Force on the piston during delivery
  stroke= wHdA
• Power= wQ(Hs+Hd)
Indicator Diagram
Variation of Pressure In section
  and Delivery pipes due to
  acceleration of the piston
Effect of Acceleration on the
     Indicator Diagram
Example 1
• A single acting reciprocating pump has a
  plunger of diameter 300mm and stroke of
  200 mm. If the speed of the pump is 30
  r.p.m. and its delivers 6.5 litres/sec of
  water find the coefficient of discharge and
  the percentage slip of the pump.
Example 2
• A single acting reciprocating pump, having
  plunger diameter 125 mm and stroke
  length 300 mm is drawing water from a
  depth of 4 meters from the axis of the
  cylinder at 24 r.p.m The length and
  diameter of suction pipe is 9 meters and
  75 mm respectively. Find the pressure
  head on the piston at the begining and
  end of the suction stroke, if the barometer
  reads 10.3 m of water.
Example 3
• A single acting reciprocating pump has plunger
  diameter of 200 mm and stroke length 300 mm.
  The suction pipe is 100 mm diameter and 8
  meters long. The pump draws water 4 meters
  below the cylinder axis at 30 r.p.m. Find the
  pressure head on the piston.
• At the beginging of the suction stroke.
• In the middle of the suction stroke.
• At the end of the suction stroke.
• Take f= 0.01 and atmospheric pressure head =
  10.3 meters of water.

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Lecture 9

  • 1. Fluid Mechanics II Lecture 9 Muhammad Usman
  • 2. Airfoil Theory • Angle of inclination depends on the geometerical position of the body with respect to motion. • Flat plate inclined at 4 the ratio of lift to drag force is about 6. To increase this ratio • The plate is given a slight curvature in its bottom • By nicely rounding off the front end of the plate • Providing sharpe edge in the end.
  • 3. Reciprocating Pump • L=Length of the stroke • A= Cross sectional Area • N= No. Of revolutions per mint. • Discharge of Water= LAN/60. • Discarge of water for double acting pump.=2LAN/60.
  • 4. Slip of Pump • The difference between actual and theoretical discharge is known as slip of the pump. • Force on the piston during suction stroke=wHsA • Force on the piston during delivery stroke= wHdA • Power= wQ(Hs+Hd)
  • 6. Variation of Pressure In section and Delivery pipes due to acceleration of the piston
  • 7. Effect of Acceleration on the Indicator Diagram
  • 8. Example 1 • A single acting reciprocating pump has a plunger of diameter 300mm and stroke of 200 mm. If the speed of the pump is 30 r.p.m. and its delivers 6.5 litres/sec of water find the coefficient of discharge and the percentage slip of the pump.
  • 9. Example 2 • A single acting reciprocating pump, having plunger diameter 125 mm and stroke length 300 mm is drawing water from a depth of 4 meters from the axis of the cylinder at 24 r.p.m The length and diameter of suction pipe is 9 meters and 75 mm respectively. Find the pressure head on the piston at the begining and end of the suction stroke, if the barometer reads 10.3 m of water.
  • 10. Example 3 • A single acting reciprocating pump has plunger diameter of 200 mm and stroke length 300 mm. The suction pipe is 100 mm diameter and 8 meters long. The pump draws water 4 meters below the cylinder axis at 30 r.p.m. Find the pressure head on the piston. • At the beginging of the suction stroke. • In the middle of the suction stroke. • At the end of the suction stroke. • Take f= 0.01 and atmospheric pressure head = 10.3 meters of water.