CORRELATION GUIDE / VERSION 1
Refrigerant-side single-phase friction-factor correlations
Explains website options, definitions, ranges, and reference relationships.
Distinguish available options from reference material
The current solver exposes four options; the reference table lists 15 literature correlations.
1. Options available in the current solver
| Solver option | Implementation ID |
|---|
2. Quick comparison of literature correlations
Ranks follow the current source compilation.
| Rank | Correlation | Formula summary | Published range |
|---|
3. History, definitions, and laminar-flow basis
Pipe-flow friction factors developed from pressure-drop experiments into dimensionless engineering correlations.
Darcy friction factor
Δp = f_D (L/D) (ρu²/2)This guide and the Moody diagram use the Darcy friction factor.
Fanning friction factor
f_D = 4f_FAlways confirm which convention a paper or software package uses.
Fully developed laminar flow in a circular tube
Re = ρuD/μ f_D = 64/Re f_F = 16/ReThe current model treats Re < 2000 as laminar.
4. Development of the Moody diagram and Colebrook relation
The Moody diagram is a graphical synthesis of established pipe-flow research.
| Region | Range used here | Treatment |
|---|---|---|
| Laminar | Re < 2000 | f_D = 64/Re |
| Critical zone | 2000 ≤ Re ≤ 4000 | No universally unique curve. |
| Turbulent | Re > 4000 | Depends on Re and ε/D. |

Colebrook
1/√f_D = −2log₁₀[ε/(3.7D) + 2.51/(Re√f_D)]Colebrook is implicit and requires iteration; explicit formulas trade some accuracy for direct evaluation.
5. Usage guidance
- Confirm the convention.
- Check the full calculation range.
- Interpret critical-zone results cautiously.
- Rerun benchmark cases after changes.
6. Principal references
- Fang, Xu & Zhou, New correlations of single-phase friction factor for turbulent pipe flow and evaluation of existing single-phase friction factor correlations, DOI 10.1016/j.nucengdes.2010.12.019.
- Moody (1944), Friction Factors for Pipe Flow, DOI 10.1115/1.4018140.
- Colebrook (1939), Turbulent Flow in Pipes, DOI 10.1680/ijoti.1939.13150.