- #1
lahanadar
- 22
- 2
- TL;DR Summary
- Is there a way to change pressure in a duct that has a uniform cross sectional area regarding Bernoulli and continuity equations?
For a steady, non-viscous and incompressible flow, one can apply both Bernoulli's principle (no potentials) as
$$p+\frac{\rho v^2}{2} = p_t$$
where ##p##, ##\rho,##, ##v##, and ##p_t## are static pressure, density, flow velocity, and total pressure, respectively,
and continuitiy principle as
$$\rho vA=\dot m=Flow Rate$$
where ##A## is cross sectional area of the interest in the duct or stream tube.
From both of the equations above one can drive
$$p+\frac {k}{A^2}=cst$$
where ##k## is defined by ##k=\frac {\dot m^2}{2\rho}##.
From the last equation, it is implied that the only way of changing pressure is changing the cross sectional area. However, I worry that if there is an alternative way of changing the pressure without cross sectional area. In other words, is there a way to change pressure in a duct that has a uniform cross sectional area? (##A=cst##)
$$p+\frac{\rho v^2}{2} = p_t$$
where ##p##, ##\rho,##, ##v##, and ##p_t## are static pressure, density, flow velocity, and total pressure, respectively,
and continuitiy principle as
$$\rho vA=\dot m=Flow Rate$$
where ##A## is cross sectional area of the interest in the duct or stream tube.
From both of the equations above one can drive
$$p+\frac {k}{A^2}=cst$$
where ##k## is defined by ##k=\frac {\dot m^2}{2\rho}##.
From the last equation, it is implied that the only way of changing pressure is changing the cross sectional area. However, I worry that if there is an alternative way of changing the pressure without cross sectional area. In other words, is there a way to change pressure in a duct that has a uniform cross sectional area? (##A=cst##)