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Open resource1. Purpose and Engineering Decision
A compressed-air pipe cannot be selected from FAD alone. The gas occupies a much smaller actual volume at line pressure than it does at the reference condition used for compressor capacity. The calculator must therefore normalize the flow basis, convert it to actual line volume at the intended operating pressure and temperature, then test candidate internal diameters for velocity and pressure loss.
The result is a preliminary engineering diameter, not a nominal trade size. The final product selection must use the actual internal diameter of the chosen pipe system, including schedule, wall thickness, liner or manufacturer geometry.
Decision mode | |
|---|---|
Velocity sizing | Minimum internal diameter for target line velocity |
Candidate-size check | Velocity and estimated pressure loss for each entered internal diameter |
Allowable-drop sizing | Smallest candidate meeting the stated single-run pressure-loss limit |
Branch / drop check | Pressure-loss screen including actual length plus equivalent fitting length |
2. Required Calculation Sequence
Step | Action |
|---|---|
1 | |
2 | |
3 | Convert reference flow to actual line volumetric flow |
4 | Calculate candidate-pipe velocity from actual flow and internal area |
5 | Calculate gas density at the line condition |
6 | Calculate Reynolds number and Darcy friction factor |
7 | Apply Darcy-Weisbach across actual + equivalent length |
8 | Compare velocity and pressure loss with the user's design limits |
3. Reference Flow to Actual Line Flow
Pipe velocity must use actual volumetric flow inside the pipe, not FAD or another reference-flow number.
Q_line = Q_ref x (P_ref,abs / P_line,abs) x (T_line / T_ref) x (Z_line / Z_ref)
If humidity correction is material, the source and line-state dry-air partial pressures should be used instead of total pressure.
4. Velocity Sizing Equation
v = Q_line / A
A = pi x D^2 / 4
D_min = sqrt[4 x Q_line / (pi x v_target)]
The target velocity is a design input rather than a universal fixed rule. A main header, long branch, short machine drop and transient service may justify different velocity limits. The tool should therefore avoid presenting one velocity as a mandatory global standard.
5. Single-Run Pressure-Loss Method
This keeps the logic explicit and allows the same engine to work with different pipe materials when actual internal diameter and roughness are known.
DeltaP = f x (L_eq / D) x (rho x v^2 / 2)
L_eq = L_straight + L_fittings
The equivalent fitting length may be entered directly.
6. Reynolds Number and Friction Factor
Re = rho x v x D / mu
Recommended friction-factor logic:
Flow regime | Darcy friction factor |
|---|---|
Laminar, Re < 2,300 | f = 64 / Re |
Transition | Flag result; do not imply high confidence |
Turbulent | Use Colebrook iteration or a transparent approximation such as Swamee-Jain |
f = 0.25 / [log10(epsilon/(3.7D) + 5.74/Re^0.9)]^2
epsilon is absolute internal roughness. The calculator should either accept user-entered roughness or provide clearly labelled material presets that can be overridden. Actual product data should take priority over a generic material preset.
7. Air Density and Viscosity Inputs
For preliminary pressure-loss work, dry-air density may be calculated from absolute line pressure and temperature. A compressibility factor can be retained for specialist conditions; ordinary plant-air calculations may default to Z = 1.000 with that assumption shown.
rho = P_abs x M_air / (Z x R x T)
Dynamic viscosity changes mainly with temperature and only weakly with pressure at ordinary compressed-air conditions. The implementation can either calculate viscosity from a verified temperature correlation or allow a default engineering value with a visible assumption.
8. Input Model
Input group | Field | Validation / note |
|---|---|---|
Flow | Reference flow value | |
Flow | Flow unit | cfm, m3/min, m3/h, L/s |
Line state | Operating pressure | Gauge or absolute |
Line state | Line temperature | Used for Q_line and density |
Pipe | Candidate internal diameter | Actual ID, not nominal label |
Pipe | Straight length | Positive |
Pipe | Equivalent fitting length | Zero or positive |
Pipe | Absolute roughness | Positive or material preset |
Design | Target / maximum velocity | User-defined |
Design | Allowable single-run DeltaP | User-defined |
Advanced | Z and viscosity | Optional specialist inputs |
9. Candidate Diameter Register
The website calculator should permit several candidate internal diameters to be tested at once. This is more useful than returning one theoretical diameter because commercial pipe systems are selected from discrete sizes.
Candidate | Required input | Returned result |
|---|---|---|
Pipe A | Internal diameter | Velocity, Reynolds number, friction factor, DeltaP |
Pipe B | Internal diameter | Velocity, Reynolds number, friction factor, DeltaP |
Pipe C | Internal diameter | Velocity, Reynolds number, friction factor, DeltaP |
Recommended | Smallest candidate meeting both user-set limits | Clearly marked as preliminary |
10. Reference Test Case A - 15 m3/min FAD Main
Reference flow is 15 m3/min at 1.01325 bar(a) and 20 C. The line operates at 7.0 bar(g), 25 C, atmosphere 1.01325 bar(a). Check a 63 mm internal-diameter pipe over 100 m straight length plus 30 m equivalent fitting length. Use roughness 0.045 mm, Z = 1.000 and viscosity 1.85e-5 Pa.s.
Calculated item | Result |
|---|---|
Actual line flow | 0.03215 m3/s (1.929 m3/min actual) |
Velocity | 10.31 m/s |
Line-air density | 9.36 kg/m3 |
Reynolds number | 328,860 |
Darcy friction factor | 0.0194 |
Estimated pressure loss | 19.9 kPa (0.199 bar) |
The 63 mm candidate is therefore a plausible preliminary size only if the project's velocity and pressure-loss limits accept those values.
11. Reference Test Case B - Diameter Comparison
Using the same 15 m3/min FAD operating condition, compare several internal diameters by velocity alone.
Internal diameter | Actual-line velocity |
|---|---|
40 mm | 25.58 m/s |
50 mm | 16.37 m/s |
63 mm | 10.31 m/s |
75 mm | 7.28 m/s |
90 mm | 5.05 m/s |
This comparison shows why a nominal pipe label is not sufficient. The actual internal diameter strongly changes gas velocity, and pressure loss changes even more sharply because diameter also appears in the friction-length ratio and Reynolds number.
12. Reference Test Case C - Long Branch Screening
A branch carries 10 m3/min FAD at the same line pressure and temperature. Compare a 63 mm and 75 mm internal diameter over 200 m straight length plus 40 m equivalent fittings.
Internal diameter | Velocity | Estimated DeltaP |
|---|---|---|
63 mm | 6.88 m/s | 0.167 bar |
75 mm | 4.85 m/s | 0.069 bar |
The example demonstrates why long branches should be checked on pressure loss as well as velocity.
13. Allowable Pressure-Loss Logic
The user enters the pressure-loss budget assigned to this run from the overall system pressure budget. The calculator then screens each candidate against that limit.
Pass_pressure = (DeltaP_calculated <= DeltaP_allowable)
Pass_velocity = (v_calculated <= v_limit)
Even then, the final design must consider downstream regulators, dryers, filters, hoses, couplings, valves and machine-entry losses.
14. Validation and Guardrails
Condition | Required behaviour |
|---|---|
Reference flow <= 0 | Block calculation |
Line absolute pressure <= 0 | Block calculation |
Internal diameter <= 0 | Block calculation |
Length < 0 | Block calculation |
Piping flow basis missing | |
Gauge pressure without atmosphere | |
Re in transition range | Return caution flag |
Very high velocity | Warn; do not auto-accept |
DeltaP approaches large fraction of line pressure | Warn that constant-density single-run estimate may be inadequate |
Nominal pipe size entered without internal diameter | Request actual ID before final calculation |
15. Output Specification
Output | Display rule |
|---|---|
Required theoretical ID | From selected velocity target |
Candidate actual ID | User/manufacturer value retained |
Actual line flow | Displayed separately from FAD/reference flow |
Velocity | m/s and optional ft/s |
Reynolds number | Shown in trace |
Darcy friction factor | Shown in trace |
Equivalent length | Straight + fitting equivalent |
Estimated pressure loss | kPa, bar and % of available budget |
Pass/fail screen | Against user-set velocity and DeltaP limits |
Warnings | Flow basis, nominal-ID mismatch, transition Re, high DeltaP, network complexity |
Calculators and worked examples
These tools give indicative figures for screening, comparison and for preparing an enquiry. They run in your browser and send nothing. Prices, tariffs and efficiencies shown are example values: replace them with your own. Results are not a performance guarantee or a design certificate; final selection is confirmed by an engineer against the machine data sheet and the site.
Pipe pressure drop and sizing
Check the pressure drop and air velocity in a compressed-air line, or find the smallest bore that keeps the drop within a target.
The worked example below shows the method with fixed numbers. Turn on JavaScript to change the inputs.
Worked example
Inputs
- Flow (m³/min free air): 12
- Inlet pressure (bar g): 7
- Pipe length (m): 150
- Inside diameter (mm): 80
- Roughness (mm): 0.046
- Fittings allowance (% extra length): 30
- Air temperature (°C): 30
- Target pressure drop (bar): 0.1
Result
- Pressure drop: 0.059 bar (0.839% of line pressure)
- Air velocity: 5.22 m/s
- Reynolds number: 2,06,066
- Smallest bore for the target drop: 72 mm inside diameter
- Velocity check: Within the common rule-of-thumb range for mains (roughly up to 15–20 m/s)
Method. Darcy–Weisbach: ΔP = f × (L/D) × ρv²/2, with the friction factor f from the Swamee–Jain relation and air density taken at mean line pressure. Fittings are allowed for as extra equivalent length. Typical commercial steel roughness is about 0.046 mm.
What to take from it. Pressure drop varies roughly with the fifth power of the bore at constant flow, so a larger main is a cheap way to hold pressure.