Bernoulli Theorem Design Equations and Formulas Calculator
Fluid Mechanics and Hydraulics

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Solving for Pressure at Point 1

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Inputs:

static head or elevation (Z1)		meter attometer centimeter chain dekameter decimeter exameter femtometer foot gigameter hectometer inch kilometer light year link megameter micrometer micron mile millimeter nanometer petameter picometer rod terameter yard
static head or elevation (Z2)		meter attometer centimeter chain dekameter decimeter exameter femtometer foot gigameter hectometer inch kilometer light year link megameter micrometer micron mile millimeter nanometer petameter picometer rod terameter yard
pressure (P2)		pascal atmosphere bar dyne/centimeter^2 foot of water inch of mercury inch of water kilonewton/meter^2 millibar millimeter of mercury newton/meter^2 pound/foot^2 pound/inch^2 torr
velocity (V1)		meter/second centimeter/hour centimeter/second foot/day foot/second inch/hour inch/second kilometer/second knot mach sea level 15 C meter/day mile/hour mile/second millimeter/second speed of light in vacuum yard/second
velocity (V2)		meter/second centimeter/hour centimeter/second foot/day foot/second inch/hour inch/second kilometer/second knot mach sea level 15 C meter/day mile/hour mile/second millimeter/second speed of light in vacuum yard/second
density (p)		kilogram/meter^3 gram/centimeter^3 gram/meter^3 milligram/liter pound/foot^3
acceleration of gravity (g)		meter/second^2 centimeter/second^2 foot/second^2 inch/second^2 kilometer/second^2 mile/second^2 millimeter/second^2 yard/second^2
head loss (h)		meter attometer centimeter chain dekameter decimeter exameter femtometer foot gigameter hectometer inch kilometer light year link megameter micrometer micron mile millimeter nanometer petameter picometer rod terameter yard

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Conversions:

Z1	=	0		=	0	foot
Z2	=	0		=	0	foot
P2	=	0		=	0	pound/foot^2
V1	=	0		=	0	foot/second
V2	=	0		=	0	foot/second
p	=	0		=	0	pound/foot^3
g	=	0		=	0	foot/second^2
hl	=	0		=	0	foot

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Solution:

pressure (P1)

=

HAS NOT BEEN CALCULATED

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Other Units:

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h	=	head loss
Z	=	static head or elevation
P	=	Pressure
V	=	fluid velocity
p	=	fluid density
g	=	acceleration of gravity
Q	=	flow rate

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Reference - Books:


1) P. Aarne Vesilind, J. Jeffrey Peirce and Ruth F. Weiner. 1994. Environmental Engineering. Butterworth Heinemann. 3rd ed.

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