by Guest » Fri Feb 27, 2015 6:29 am
I used the metric system of units because I am familiar with them and didn't need to look up any conversions.
I worked out the area in sq centimetres............
I worked out the velocity in centimetres per second
I multiplied these together to give cubic centimetres per second. There are 1000 cubic centimetres in 1 litre and 1000 litres in a cubic metre.
The velocity is worked from the change from potential energy of the pressure to the kinetic energy of the velocity of the flow.
The formula I used needed the pressure converted to an equivalent metres head of the liquid flowing (water). that is what height of column of water would exert a pressure of 60 PSI.
Pressure(N/m^2) = density(Kg/m^2) x Acceleration due to gravity(m/s^2) x Head or height of water(m).
But I just used the conversion that 1 PSI = 2.31 feet of water OR 0.704 metres water.
g is the acceleration due to gravity = 9.81 metres per second squared (m/s^2).
Pressure energy = (density(kg/m^3) x gravity(g) x head(h)) and this is converted to kinetic energy ) = 0.5 x mass(kgs) x (velocity(m/s))^2
Density is 1000 kg/m^3, So for per unit flowrate the above becomes g x h = 0.5 x (velocity(v))^2
OR velocity(v) = sqroot(2 x g x h) metres per second (m/s)
And Area of flow x velocity give the quantity of flow per second and multiply by time to get total.
Formula for velocity and flowrates through holes and pipes are what is known as emperical formulae....that is derived from experiment or testing.....sometimes using models. Normally there is a coefficient of velocity or coefficient of discharge applied to allow for the effect of sharp edged holes or rounded edges or streamline flow or turbulant flow.
Similarily you ask about a square hole the methods of calculation would be the same, you would consider the area of the square hole and apply a coefficient maybe 0.7 in this case. The flow from a square hole will not be square and will not have a constant velocity across it.