Uncle
Banned
Post an equation that you believe is useful, preferably you have used it yourself.
State the assumptions and terms/variables and comment about it.
e.g.
Bernoulli's Equation
[maths]P_{1} + \frac{1}{2}\rho v_{1}^{2} + \rho g h_{1} = P_{2} + \frac{1}{2}\rho v_{2}^{2} + \rho g h_{2}[/maths]
Where:
[maths]P[/maths] is the hydrostatic pressure.
[maths]\frac{1}{2}\rho v^{2}[/maths] is the dynamic pressure.
[maths]\rho g h[/maths] is the elevation pressure.
Assumptions:
No losses due to pipe friction, etc.
The flow is steady.
The cross-sectional change between two points must not be sudden.
The fluid is incompressible i.e. the density doesn't change at all.
Although this is a more simple equation to use in fluid mechanics, it has been heavily misused often because the situations it is used in do not meet the assumptions of the above equation.
State the assumptions and terms/variables and comment about it.
e.g.
Bernoulli's Equation
[maths]P_{1} + \frac{1}{2}\rho v_{1}^{2} + \rho g h_{1} = P_{2} + \frac{1}{2}\rho v_{2}^{2} + \rho g h_{2}[/maths]
Where:
[maths]P[/maths] is the hydrostatic pressure.
[maths]\frac{1}{2}\rho v^{2}[/maths] is the dynamic pressure.
[maths]\rho g h[/maths] is the elevation pressure.
Assumptions:
No losses due to pipe friction, etc.
The flow is steady.
The cross-sectional change between two points must not be sudden.
The fluid is incompressible i.e. the density doesn't change at all.
Although this is a more simple equation to use in fluid mechanics, it has been heavily misused often because the situations it is used in do not meet the assumptions of the above equation.