Inputs
Example Data
| Rated Flow (L/h) | Rated P (kPa) | Actual P (kPa) | Type | Soil | Run Time (h) | Estimated Diameter (m) |
|---|---|---|---|---|---|---|
| 4 | 100 | 120 | Orifice | Loam | 2 | ~0.93 |
| 2 | 100 | 100 | PC | Sand | 3 | ~0.78 |
| 8 | 150 | 180 | Orifice | Clay | 1.5 | ~1.05 |
Examples are illustrative; field tests may differ due to layering, compaction, salinity, and slope.
Formula Used
- Pressure-adjusted flow: q = qrated × (Pactual / Prated)x, where x depends on emitter type.
- Wetting radius model: R = A × qB × tC × M × S (R in meters, q in L/h, t in hours).
- Wetting diameter: D = 2R, wetted area per emitter = πR².
Coefficients A, B, and C are selected by soil texture for practical planning. Use local field checks to refine values.
How to Use This Calculator
- Enter the rated flow and rated pressure from the emitter label.
- Measure or estimate the actual operating pressure near the dripline.
- Choose the emitter type and soil texture for your planting area.
- Set the run time for a typical irrigation cycle.
- Review the wetting diameter and spacing guidance, then adjust runtime or emitter count.
- Export CSV or PDF to share the assumptions with your team.
Wetting Diameter as a Design Input
Wetting diameter is the practical surface expression of the wetted bulb. It helps you decide emitter spacing, runtime, and how many emitters each plant needs. Larger diameters typically increase overlap and uniform root-zone moisture, but may also increase deep percolation if runtime is excessive. Use the estimate to compare scenarios consistently rather than as an absolute field guarantee.
Pressure, Flow, and Emitter Behavior
Operating pressure affects discharge depending on emitter design. For turbulent orifice emitters, a moderate pressure rise can increase flow and expand wetting spread. Pressure-compensating emitters hold flow steadier across their working range, reducing variability along long laterals. When field pressure is lower than expected, the calculated diameter will shrink, which may require closer spacing or longer runtime.
Soil Texture and Lateral Water Movement
Soil texture changes the balance between infiltration and lateral movement. Coarse sand tends to move water downward faster, often producing narrower surface wetting for the same flow. Finer clay can retain moisture and support wider lateral spread, especially when surface evaporation is controlled. If the site has layered horizons, treat the output as a starting point and verify with a short irrigation test.
Using Diameter to Set Spacing and Runtime
Emitter spacing usually targets partial overlap so that dry gaps do not form between emitters. A common planning approach is spacing near 60–80% of the wetting diameter. If you need to reduce spacing, consider adding emitters rather than pushing runtime too far, because excessive runtime can move water beyond the active root zone. Track plant response and adjust gradually.
Example Data for Planning Checks
Use these sample inputs to sanity-check settings before field measurement:
- q=4 L/h, P=120 kPa, loam, t=2 h → diameter about 0.93 m, spacing about 0.65 m.
- q=2 L/h, PC, sand, t=3 h → diameter about 0.78 m; consider closer spacing for uniform wetting.
- q=8 L/h, clay, t=1.5 h → diameter about 1.05 m; watch for runoff on tight clay surfaces.