Design drip lines with confidence and fewer leaks. Choose units, methods, and fitting counts fast. See diameter, velocity, and loss results instantly above form.
| Flow | Length | Method | Material | Fittings | Selected Diameter | Velocity | Head Loss |
|---|---|---|---|---|---|---|---|
| 20 L/min | 30 m | Velocity target (1.2 m/s) | PVC (C=150) | 4×90°, 2×45°, 1×gate | 25 mm | ~0.68 m/s | ~1–3 m |
Velocity sizing: Diameter is estimated from the continuity equation.
Q = A × vA = (π × d²) / 4d = √( 4Q / (πv) )Head loss check (Hazen-Williams): Friction loss is computed using an empirical relationship.
hf = 10.67 × L × Q1.852 / ( C1.852 × d4.871 )L is total length (straight + equivalent), Q is flow, C is roughness, and d is internal diameter.Pipe sizing starts with the maximum zone flow, not the full property demand. Add emitter, sprinkler, or dripline flow for the zone that runs at one time. Convert to one unit and include a margin for future emitters. Oversizing slightly can reduce friction, but extreme oversizing can raise cost and reduce line flushing.
Keeping velocity in a moderate band helps prevent water hammer, noise, and premature fitting wear. Many garden systems aim near 0.6 to 1.8 m/s, depending on pipe type and how often valves cycle. Use lower targets for long laterals and higher targets for short headers. The calculator estimates diameter directly from continuity using your chosen velocity.
Friction loss steals pressure that should reach emitters and sprinklers. Hazen-Williams is widely used for pressurized irrigation water because it is simple and works well for turbulent flow in smooth pipes. By setting an allowable head loss per 100 length, you can keep pressure variation low and protect uniformity across the zone. Also consider elevation change: every meter of rise consumes about 9.8 kPa. If regulators or filters are installed, reserve their stated losses so the remaining head loss budget covers the pipe network for consistent output.
Elbows, tees, and check valves create additional resistance beyond straight pipe. A practical way to capture this is equivalent length, which converts each fitting into an added length of the same pipe diameter. Entering realistic fitting counts often changes the recommended standard size, especially in compact manifolds and valve boxes.
After calculating a required internal diameter, the tool selects the next standard size from metric or inch lists. Material roughness affects head loss through the C value; smoother materials generally lose less pressure at the same flow. If you have manufacturer data, the custom C option helps tune results. Always verify against local pipe schedules and actual inside diameters.
It reports the next available standard internal diameter that meets your selected constraints. The display also shows an inch equivalent and the governing constraint used for sizing.
Velocity sizing is fast for preliminary design. Head loss sizing is better when pressure uniformity matters across long runs. Using both constraints is a safe choice for mixed layouts.
Fittings add resistance. The calculator converts them into equivalent pipe length based on typical Le/D factors, increasing total length and friction loss. This can push the selection to the next standard size.
Use the default C values for quick estimates. For older, scaled, or rough pipe, use a lower custom C. If you have manufacturer or field data, entering it improves accuracy.
Add elevation separately in your design. Each meter of uphill rise costs about 9.8 kPa of pressure. Ensure the remaining pressure after elevation, filters, and regulators is enough for your emitters.
The selection represents an approximate internal diameter for sizing. Actual inside diameter depends on schedule, wall thickness, and manufacturer. Confirm final sizing using the exact product datasheet or local standards.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.