Fluid Mechanics Hydraulic Design Formulas
Solve for Head Loss
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Solve for head loss | |
Solve for static head or elevation at point 1 | |
Solve for pressure at point 1 | |
Solve 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 |
Note Bernoulli Equation Assumes:
1. | flow is streamline |
2. | steady state flow |
3. | inviscid fluid |
4. | incompressible fluid |
P. Aarne Vesilind, J. Jeffrey Peirce and Ruth F. Weiner. 1994. Environmental Engineering. Butterworth Heinemann. 3rd ed.
Head loss calculation is a fundamental aspect of fluid mechanics with broad applications in engineering and environmental systems. Understanding and accurately calculating head loss enables the efficient design, configuration, and operation of a wide range of fluid transport and control systems.
Understanding and calculating the head loss in a piping system or around obstacles is crucial for effective system design and operation in fluid mechanics. Head loss is a measure of the reduction in the total head (sum of elevation head, velocity head, and pressure head) of the fluid as it moves through a system due to friction and other factors. This concept is integral to civil, environmental, mechanical, and chemical engineering, providing insights into energy efficiency and the physical behavior of fluid flow.
The head loss (h) can be derived from the Bernoulli equation, adjusted to include losses:
h = (Z1 - Z2) + (P1 - P2)/ρg + (V12 - V22)/2g
Where:
Identify Knowns: Gather the elevation heads (Z1, Z2), pressures (P1, P2), velocities (V1, V2), fluid density (ρ), and gravity (g).
Convert Units: Ensure all your variables are in consistent units, typically meters (for elevation and velocity) and Pascal (for pressure).
Plug-In Values: Insert the known values into the head loss equation.
Solve for h: Perform the calculations to find the head loss.
Let's calculate the head loss for a system where:
Z1 = 10 m, Z2 = 5 m
P1 = 200000 Pa, P2 = 150000 Pa
V1 = 3 m/s, V2 = 2 m/s
ρ = 1000 kg/m³
g = 9.81 m/s²
h = (10 - 5) + (200000 - 150000)/(1000 x 9.81) + (32 - 22)/(2 x 9.81)
h = 5 + 5.1 + 0.153
h ≈ 10.253 m
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