Plumber Conquer · Free practical tool

Fitting loss calculator

Build a transparent fitting schedule from documented K values. Separate local losses at elbows and valves from straight-pipe friction.

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Your inputsCalculated on your device

Example values loaded. Replace them with your own measurements.

Fitting schedule
Entry 1
Entry 2
Your result
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Make the numbers make sense.

Enter your values, choose the units, and calculate. You’ll see the result and the working here.

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The method

h_minor = Σ(K × count) v²/(2g).

Before using the result

  • Supply K values for the actual fitting geometry and flow conditions. Example coefficients are illustrative and are not a fitting database.

Worked examples

These original training examples illustrate the method for Master Plumber (MP). Use the matching “Load example” button above to explore a variation; example values are not equipment settings or prescribed criteria.

1. Worked example

Build a transparent fitting schedule from documented K values. Separate local losses at elbows and valves from straight-pipe friction.

Actual internal diameter
50 mm
Volume flow
2 L/s
Fluid density
1,000 kg/m³
Supplied fitting schedule
FittingLoss coefficient KCount
Elbow (example K)0.52
Valve (example K)0.21
  1. Velocity = 1.0185916357881302 m/s.
  2. ΣK = 1.2; h = 1.2 × 1.0185916357881302² / (2 × 9.80665) = 0.06347910369988971 m.
  • Total K: 1.2
  • Minor head loss: 0.0634791 m
  • Minor pressure loss: 622.5174 Pa

2. Comparison example

Compare a different supplied condition using the same method. For Plumber Conquer, the important check is that the input meaning, units and method assumptions still match the problem.

Actual internal diameter
50 mm
Volume flow
3 L/s
Fluid density
1,000 kg/m³
Supplied fitting schedule
FittingLoss coefficient KCount
Elbow (example K)0.52
Valve (example K)0.21
  1. Velocity = 1.5278874536821951 m/s.
  2. ΣK = 1.2; h = 1.2 × 1.5278874536821951² / (2 × 9.80665) = 0.1428279833247518 m.
  • Total K: 1.2
  • Minor head loss: 0.142828 m
  • Minor pressure loss: 1,400.664 Pa

Check your understanding

1. Which relationship is used?

h_minor = Σ(K × count) v²/(2g).

2. Which assumption should you check first?

Supply K values for the actual fitting geometry and flow conditions. Example coefficients are illustrative and are not a fitting database.

3. How should you verify a different unit system?

Convert every input to the displayed calculation units first. Equivalent physical inputs must give equivalent results; a unit label alone does not convert a number.

Continue with the matching exam topic

This tool connects to Master Plumber (MP) free practice. Work through a question independently, then use the calculation steps to identify where your method differs. The tool stays free whether or not you choose paid preparation.

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