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Frictional Drag Reduction
in Pipelines using High
Density Polymers
Pawan Kumar
16 ME62 R07
Typical Petroleum Transportation
network
Source-David Wood & DWA Energy Limited
http://www.dwasolutions.com/DWA/DWTrainingOptions.ht
m
India’s Oil Market
Flow Through a Pipe
The length of the hydrodynamic entry region along the pipe is called
hydrodynamic entry length. It is a function of Reynolds No. (Re) of the flow.
L for Laminar Flow= 0.05 Re X D
L for turbulent Flow= 1.359 DX (Re)^0.25
Flow Through a Pipe
• Can be classified as either Laminar or Turbulent.
• For Reynolds number less than 2300, laminar and
above that turbulent
• More energy is wasted in turbulent flow due to
generation of eddies
Drag Generation in a Pipe Flow
• Drag generated in a pipeline is the loss of
pressure or “head” that occurs due to the effect
of the fluid's viscosity near the surface of the
pipe or duct
*For a real fluid pressure at point 2 shall always be less than pressure at point 1
Boundary Layer in a typical pipe
flow
Calculation of Frictional Drag
generated in a pipe flow
• Loss in pressure due to Friction (Darcy–
Weisbach equation)
h-head loss due to friction (mcl)
L-Length of pipe section
v-average flow velocity
d-hydraulic diameter of pipe section
g-acceleration due to gravity
f-coefficient of friction
Calculation of Frictional Drag
generated in a pipe flow
• Coefficient of friction (f) in the Darcy–Weisbach
equation is different for Laminar and Turbulent
flows
• For Laminar Flow
Re is the Reynolds number for the flow
• For Turbulent Flow, empirical relations are used
for the calculation of coefficient of friction. Most
notables are given below
Re
64
=f
Calculation of friction factor (f) for
Turbulent flow inside a pipe
Calculation of friction factor (f) for
Turbulent flow inside a pipe
• A more general equation for calculating “f” for
turbulent flow in both smooth and rough pipes
was given by Colebrook and White.
• The equation being implicit in nature, has to be
solved by iteration.
• For most of the purposes, Moody Chart, which is
a graphical representation of “f” and “Re” is used
Loss in Pressure due to friction
• Pipe size- 22 inches
• Viscosity of fluid-25 cst
• Density of fluid- 860 kg/m3
Flow rate in
m3/hr. 500 600 700 800 900 1000 1100 1200 1300 1400 1500
Loss in
Pressure (Kpa)
per km 8.21 11.27 14.73 18.59 22.83 27.45 32.44 37.78 43.48 49.53 55.93
DRA
• Drag reducing agent (DRA) are the class of chemicals that
reduces frictional losses during fluid flow in a conduit or pipeline
Why use DRA
• To decrease the operating pressure of a
Pipeline, keeping the same flow rate
• To increase the flow rate, keeping the same
operating pressure
• To reduce the energy consumed by prime
movers (Engine, Electric Motor etc.)
• To meet peak/ seasonal demands with the
existing system
Mechanism of DRA
• Drag reduction phenomenon first reported by
British chemist Toms in 1948
• Long chain polymers interact with fluid
molecules that reduces formation of turbulent
eddies
Mechanism of DRA
• Ultra high molecular weight, long chain
hydrocarbon polymers suspended in solvent
Polyalpha-olefins (PAO)
Flow in a pipeline without DRA Flow in a pipeline with DRA
Mechanism of DRA
• On contact it forms long chains of polymer.
• Long polymer chains acts as elastic conduits avoiding the flow
in radial direction.
• Polymers tend to stretch in the flow and absorb the energy in
the streak, which in turn stops the burst that produces the
turbulence in the core and results in a reduction in turbulence.
DRA
Reduction in radial velocity component of fluid particles results in
less momentum transfer with the pipe wall and hence less
pressure and also an increase in the flow rate
Effectiveness of DRA
Drag Reduction (DR)
•Effectiveness of DRA is ascertained from Drag
Reduction (DR) obtained
• ∆Po is pressure drop of untreated liquid
• ∆Pd is pressure drop of liquid doped with DRA
Effectiveness of DRA
• Based on Experimental data, drag
reduction is related to the thermo physical
properties of the fluid, dimensions of the
conduit and the concentration of the drag
reducing chemical as given under
Where, -Absolute roughness of pipe surface in inches
• d- Internal diameter of pipe in inches
• Re- Reynolds number
• ppm- injection rate of DRA chemical in ppm
kakb
(ppm)/d)((L/d)M(Re)=%Dr ∈
∈
Effectiveness of DRA
As can be seen from the above, the percentage reduction in pressure
loss due to friction sharply increases with the concentration of Drag
Reducing Agent (a surfactant in this case) being injected in the pipeline
Source:- Ali A. Abdul-Hadi and Anees A. Khadom, “Studying the Effect of Some Surfactants on Drag Reduction of
Crude Oil Flow,” Chinese Journal of Engineering
Volume 2013
Thanks

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Frictional Drag Reduction in Pipelines using High Density Polymers

  • 1. Frictional Drag Reduction in Pipelines using High Density Polymers Pawan Kumar 16 ME62 R07
  • 2. Typical Petroleum Transportation network Source-David Wood & DWA Energy Limited http://www.dwasolutions.com/DWA/DWTrainingOptions.ht m
  • 4. Flow Through a Pipe The length of the hydrodynamic entry region along the pipe is called hydrodynamic entry length. It is a function of Reynolds No. (Re) of the flow. L for Laminar Flow= 0.05 Re X D L for turbulent Flow= 1.359 DX (Re)^0.25
  • 5. Flow Through a Pipe • Can be classified as either Laminar or Turbulent. • For Reynolds number less than 2300, laminar and above that turbulent • More energy is wasted in turbulent flow due to generation of eddies
  • 6. Drag Generation in a Pipe Flow • Drag generated in a pipeline is the loss of pressure or “head” that occurs due to the effect of the fluid's viscosity near the surface of the pipe or duct *For a real fluid pressure at point 2 shall always be less than pressure at point 1
  • 7. Boundary Layer in a typical pipe flow
  • 8. Calculation of Frictional Drag generated in a pipe flow • Loss in pressure due to Friction (Darcy– Weisbach equation) h-head loss due to friction (mcl) L-Length of pipe section v-average flow velocity d-hydraulic diameter of pipe section g-acceleration due to gravity f-coefficient of friction
  • 9. Calculation of Frictional Drag generated in a pipe flow • Coefficient of friction (f) in the Darcy–Weisbach equation is different for Laminar and Turbulent flows • For Laminar Flow Re is the Reynolds number for the flow • For Turbulent Flow, empirical relations are used for the calculation of coefficient of friction. Most notables are given below Re 64 =f
  • 10. Calculation of friction factor (f) for Turbulent flow inside a pipe
  • 11. Calculation of friction factor (f) for Turbulent flow inside a pipe • A more general equation for calculating “f” for turbulent flow in both smooth and rough pipes was given by Colebrook and White. • The equation being implicit in nature, has to be solved by iteration. • For most of the purposes, Moody Chart, which is a graphical representation of “f” and “Re” is used
  • 12.
  • 13. Loss in Pressure due to friction • Pipe size- 22 inches • Viscosity of fluid-25 cst • Density of fluid- 860 kg/m3 Flow rate in m3/hr. 500 600 700 800 900 1000 1100 1200 1300 1400 1500 Loss in Pressure (Kpa) per km 8.21 11.27 14.73 18.59 22.83 27.45 32.44 37.78 43.48 49.53 55.93
  • 14. DRA • Drag reducing agent (DRA) are the class of chemicals that reduces frictional losses during fluid flow in a conduit or pipeline
  • 15. Why use DRA • To decrease the operating pressure of a Pipeline, keeping the same flow rate • To increase the flow rate, keeping the same operating pressure • To reduce the energy consumed by prime movers (Engine, Electric Motor etc.) • To meet peak/ seasonal demands with the existing system
  • 16. Mechanism of DRA • Drag reduction phenomenon first reported by British chemist Toms in 1948 • Long chain polymers interact with fluid molecules that reduces formation of turbulent eddies
  • 17. Mechanism of DRA • Ultra high molecular weight, long chain hydrocarbon polymers suspended in solvent Polyalpha-olefins (PAO) Flow in a pipeline without DRA Flow in a pipeline with DRA
  • 18. Mechanism of DRA • On contact it forms long chains of polymer. • Long polymer chains acts as elastic conduits avoiding the flow in radial direction. • Polymers tend to stretch in the flow and absorb the energy in the streak, which in turn stops the burst that produces the turbulence in the core and results in a reduction in turbulence.
  • 19. DRA Reduction in radial velocity component of fluid particles results in less momentum transfer with the pipe wall and hence less pressure and also an increase in the flow rate
  • 20. Effectiveness of DRA Drag Reduction (DR) •Effectiveness of DRA is ascertained from Drag Reduction (DR) obtained • ∆Po is pressure drop of untreated liquid • ∆Pd is pressure drop of liquid doped with DRA
  • 21. Effectiveness of DRA • Based on Experimental data, drag reduction is related to the thermo physical properties of the fluid, dimensions of the conduit and the concentration of the drag reducing chemical as given under Where, -Absolute roughness of pipe surface in inches • d- Internal diameter of pipe in inches • Re- Reynolds number • ppm- injection rate of DRA chemical in ppm kakb (ppm)/d)((L/d)M(Re)=%Dr ∈ ∈
  • 22. Effectiveness of DRA As can be seen from the above, the percentage reduction in pressure loss due to friction sharply increases with the concentration of Drag Reducing Agent (a surfactant in this case) being injected in the pipeline Source:- Ali A. Abdul-Hadi and Anees A. Khadom, “Studying the Effect of Some Surfactants on Drag Reduction of Crude Oil Flow,” Chinese Journal of Engineering Volume 2013

Editor's Notes

  1. Add a video of DRA here