Bernoulli Theorem Equations Calculator

Fluid Mechanics Hydraulic Design Formulas

Bernoulli Equation

Solving For Head Loss

Head Loss

Inputs:

static head or elevation (Z1)
static head or elevation (Z2)
pressure (P1)
pressure (P2)
velocity (V1)
velocity (V2)
density (p)
acceleration of gravity (g)


Conversions:

static head or elevation (Z1)
= 0
= 0
meter
static head or elevation (Z2)
= 0
= 0
meter
pressure (P1)
= 0
= 0
pascal
pressure (P2)
= 0
= 0
pascal
velocity (V1)
= 0
= 0
meter/second
velocity (V2)
= 0
= 0
meter/second
density (p)
= 0
= 0
kilogram/meter^3
acceleration of gravity (g)
= 0
= 0
meter/second^2

Solution:

head loss (h)
= NOT CALCULATED

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Other Units:


Change Equation
Note Bernoulli Equation Assumes:
1.flow is streamline
2.steady state flow
3.inviscid fluid
4.incompressible fluid
Select to solve for a different unknown
head lossSolve for head loss
static head or elevation at point 1Solve for static head or elevation at point 1
pressure at point 1Solve for pressure at point 1
velocity at point 1Solve for velocity at point 1
Where
h=head loss
Z=static head or elevation
P=Pressure
V=fluid velocity
p=fluid density
g=acceleration of gravity
Q=flow rate

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