Enter flow once
The tool converts the flow units automatically and uses the SI value in the selected pressure-drop calculation.
Engineering Workbench · Flow & Pressure Drop
Convert volumetric flow, calculate velocity and estimate pressure drop for a round pipe, a screen with a known loss coefficient, or a porous filter medium.
Important: choose the model that matches the physical system. A pipe friction equation, screen loss coefficient and porous-media permeability are not interchangeable.
Shared flow and fluid data are used by the selected model.
Darcy–Weisbach estimate for straight round pipe.
ΔP = f × (L/D) × ρv²/2| Model | Pressure-drop equation | Required engineering input | Do not use for |
|---|---|---|---|
| Round pipe | Darcy–Weisbach | ID, length, roughness, density, viscosity | Filter-media resistance |
| Screen / local loss | ΔP = Kρv²/2 | Effective area and validated K | Unknown screen geometry without K |
| Porous medium | Darcy Law: ΔP = μLv/k | Area, thickness, permeability, viscosity | High-speed inertial flow or clogged media |
The tool converts the flow units automatically and uses the SI value in the selected pressure-drop calculation.
Choose pipe, screen/K or porous media according to how resistance is defined for the real component.
Use measured viscosity, roughness, loss coefficient or permeability whenever the result affects equipment selection.
The pipe model uses laminar f = 64/Re and a Swamee–Jain turbulent approximation. The transition region is inherently uncertain, and fittings, valves, entrances and elevation are excluded.
The screen model does not invent a universal K value. Wire diameter, open area, weave, thickness, layer count and Reynolds number all affect K.
The porous model is the viscous Darcy term only. At higher velocities, an inertial Forchheimer term may be required. Fouling and compression can also change permeability.
For gases, density and viscosity must match the actual calculation condition. A standard flow value must first be converted to actual volumetric flow.
No. Pipe wall friction, screen local loss and porous-media resistance use different physical models and input data.
Use supplier data, laboratory test results or a validated correlation for the actual weave, open area, thickness and Reynolds-number range.
Use permeability measured for the actual medium, manufacturing lot and compression state. Nominal pore size is not a permeability value.
No. Add minor losses separately using their K values or equivalent lengths.
No. Fouling changes resistance over time. Dirty-element pressure drop requires loading data, test curves or a validated fouling model.
Pressure drop depends on actual velocity and density. Standard and actual volumetric flow differ when temperature or absolute pressure changes.
Share the fluid, flow basis, temperature, pressure, medium, effective area and test data with our engineers.
Engineering disclaimer: Results are preliminary estimates based on the selected model and user-supplied inputs. They do not replace test data, system calculations or qualified engineering review.
Products
Resources
Contact us
Location:
Hi-Tech Industrial Zone, Hengshui,
Hebei, China, 053000
Contact:
+86 133 1308 7837
Email: info@alloyfilter.com
COPYRIGHT © 2022 FILTALLOY TECHNOLOGY LIMITED