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CE 230- Engineering Fluid Mechanics Lecture # 28 Laminar flow in circular pipes

CE 230-Engineering Fluid Mechanics

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CE 230-Engineering Fluid Mechanics. Lecture # 28 Laminar flow in circular pipes. Importance of flow in conduits. Water and wastewater Agriculture Industry Transport of water or oil Medicine. Flow classification. - PowerPoint PPT Presentation

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Page 1: CE 230-Engineering Fluid Mechanics

CE 230-Engineering Fluid Mechanics

Lecture # 28

Laminar flow in circular pipes

Page 2: CE 230-Engineering Fluid Mechanics

Importance of flow in conduits

Water and wastewater

Agriculture

Industry

Transport of water or oil

Medicine

Page 3: CE 230-Engineering Fluid Mechanics

Flow classification

Laminar flow: associated with low velocity and smooth appearance (flow of thick syrup). In pipe flow smooth parabolic velocity distribution.

Turbulent flow: intense mixing with variation of velocity with time.

Page 4: CE 230-Engineering Fluid Mechanics

Reynolds apparatus used to study flow type.

Page 5: CE 230-Engineering Fluid Mechanics
Page 6: CE 230-Engineering Fluid Mechanics

Conclusion:

Important parameter is Re

Laminar flow Re < 2000

Turbulent flow Re > 3000

Page 7: CE 230-Engineering Fluid Mechanics

Laminar flow in circular pipes

Objective is to develop

1 (the shear stress distribution

2 (Velocity distribution

3 (A formula for the head loss

Page 8: CE 230-Engineering Fluid Mechanics

Consider a cylindrical element of length Δsand radius r oriented co-axially with the pipe.Consider equilibrium in s direction (steady flow)

Page 9: CE 230-Engineering Fluid Mechanics

0 sF

0)2(sin)( srWAsds

dpppA

sAW ds

dzsin

0)2( srds

dzsAsA

ds

dp

)]([2

zpds

dr

But

Therefore

And shear stress

Page 10: CE 230-Engineering Fluid Mechanics
Page 11: CE 230-Engineering Fluid Mechanics
Page 12: CE 230-Engineering Fluid Mechanics

2

32

D

LVh f

Page 13: CE 230-Engineering Fluid Mechanics

Determine flow direction and head loss between the two pointsif the fluid is water.

1

2

Page 14: CE 230-Engineering Fluid Mechanics

h1=200/9.81 =20.39 mh2=110/9.81 + 10 =21.21 m

Conclusion flow from 2 to 1Head loss = 0.82 m

Page 15: CE 230-Engineering Fluid Mechanics

Determine flow direction and head loss.

Page 16: CE 230-Engineering Fluid Mechanics

Example 10.1

Example 10.2

Page 17: CE 230-Engineering Fluid Mechanics

Example 10.3 Determine Q if the liquid is keroseneμ = 3.2 x 10-3 Pa.s, γ= 8010 N/m3

2

32

D

LVh f