elementary fluid mechanics by rasikh tariq
TRANSCRIPT
E l e m e n t a r y F l u i d M e c h a n i c s
By Rasikh Tariq
1Department of Mechanical Engineering - Mohammad Ali Jinnah University, Islamabad Campus
Concept of Streamline & Normal
The lines that are tangent to the velocity Vectors throughout the flow field.
2
Balancing Newton’s 2nd Law
Assumptions
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Inviscid Fluid Analysis Steady-Flow Analysis
Inviscid Fluid Analysis:- The Fluid is assumed to have ZERO Viscosity.
Steady Flow Analysis:-Fluid properties (Either Intensive or Extensive) that are
independent of TIME.
Balancing Newton’s 2nd Law
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Balancing Newton’s Law Normal to Streamline
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Balancing Newton’s Law Normal to Streamline
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The equation tells us Pressure Variation along the path Normal to Streamline. i.e Depending On the Path.
Assumptions:- Inviscid Flow Steady-flow Fluid Analysis Valid for Fluids that are only experiencing Pressure & Weight.
Balancing Newton’s 2nd Law Along the Streamline
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Pressure Variation Along the Streamline i.e. Path Function
Across 2 different Points i.e. Point Function
Assumptions:- Invscid Flow Analysis Steady Flow Analysis
is also Bernoulli's Equation.
Further Assumption – Bernoulli's Equation
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For Incompressible Flow i.e. Density is constant along the Streamline
is also Bernoulli's Equation.
Assumptions:- Inviscid Flow Analysis Steady Flow Analysis Incompressible Fluid Analysis Only applicable along the Streamline
Restrictions:- Rotational Effects Concept of Vorticity No External Mechanical Devices
(Pumps & Turbines)
Effects of Compressibility
9
For Incompressible Flow i.e. Density is constant along the Streamline
Assumptions:- Compressible Isentropic (Internally Reversible & Adiabatic Process or constant
Entropy) Steady Flow
k=Where
Concept of Stagnation Point
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Fluid Velocity is ZERO at Stagnation Point.
Applying Bernoulli's Equation
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Stagnation Point
Applying Bernoulli's Equation- Free Jet
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d
1
2
h
By Balancing Bernoulli's Equation, we get.
Applying Bernoulli's Equation- Free Jet
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Co-efficient of Contraction
Applying Bernoulli's Equation- Free Jet
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Co-efficient of Contraction
Applying Bernoulli's Equation- Free Jet
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Co-efficient of Contraction
Applying Bernoulli's Equation- Free Jet
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Co-efficient of Contraction
Flow Rate Measurement – Closed Channel
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Balancing Bernoulli's Eq
0 0
Further Simplifying using
We come up with
Flow Rate Measurement – Closed Channel
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Open Channel (Lower Stream)
Sluice Gate
And
We come up to the Result
Note : But make sure, Never forget all the Assumptions
Flow Rate Measurement – Closed Channel
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Open Channel (Upper Stream)
Weir
Flow Rate Measurement – Closed Channel
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Open Channel (Upper Stream)
Weir
And
We come up to the Result
Note : But make sure, Never forget all the Assumptions
Thank you
22Department of Mechanical Engineering - Mohammad Ali Jinnah University, Islamabad Campus