Darcy-Weisbach Equation:
From: | To: |
The Darcy-Weisbach equation calculates the pressure drop (head loss) due to friction along a given length of pipe with a constant flow rate. It's widely used in fluid mechanics and hydraulic engineering.
The calculator uses the Darcy-Weisbach equation:
Where:
Explanation: The equation accounts for frictional losses in pipes due to viscosity and pipe roughness.
Details: Calculating pressure drop is essential for designing piping systems, selecting pumps, and ensuring proper fluid flow in industrial and municipal applications.
Tips: Enter all values in consistent units. The friction factor depends on Reynolds number and pipe roughness - typical values range from 0.01 (smooth pipes) to 0.05 (rough pipes).
Q1: How to determine the friction factor?
A: For laminar flow (Re < 2000), f = 64/Re. For turbulent flow, use Moody chart or Colebrook-White equation.
Q2: What are typical velocity ranges?
A: Water in pipes: 1-3 m/s (avoid >3 m/s to prevent erosion). Air in ducts: 5-15 m/s.
Q3: Does this work for non-circular pipes?
A: Yes, but use hydraulic diameter (4 × area/perimeter) instead of D.
Q4: What about minor losses?
A: This calculates only major (friction) losses. Add minor losses (valves, bends) separately.
Q5: Valid for compressible flow?
A: Only for incompressible flow. For gases, use modified equations accounting for density changes.