An inch of water is a lot
Applying 1 inch of water over 1,000 square feet takes about 623 gallons, which is why small changes in depth can noticeably change runtime and water use.
Enter the target inches of water and a sprinkler precipitation rate to get irrigation run time in minutes or hours. You can also measure the rate with catch cans, calculate it from zone GPM, or switch to drip emitter flow.
This calculator starts with the net water you want in the root zone, then corrects for irrigation efficiency to estimate the gross depth the system must apply. Gross depth is divided by precipitation rate to estimate how long to run sprinklers, microsprays, or converted drip systems.
If you do not know precipitation rate, use the catch-can workflow, GPM mode, or drip mode. Catch cans measure real field output. GPM mode converts zone flow and area into precipitation rate. Drip mode converts emitter gallons per hour into runtime for a target depth or desired gallons.
The schedule output turns the raw runtime into cycle-and-soak planning: total runtime, cycles, minutes per cycle, soak placeholder, total gallons, gallons per cycle, and weekly water volume. All calculations run locally in the browser.
Efficiency as a decimal = efficiency percent / 100.
Gross depth = net depth / efficiency.
Runtime = gross depth / precipitation rate.
Applied gallons = gross depth in inches x area in square feet x 0.623.
GPM precipitation rate = total zone GPM x 96.3 / irrigated area in square feet.
Drip runtime = required gross gallons / total emitter gallons per hour.
Target = 1.00 in, efficiency = 80%, measured sprinkler rate = 0.50 in/hr. Gross depth = 1.00 / 0.80 = 1.25 in. Runtime = 1.25 / 0.50 = 2.5 hours, or 2 h 30 min.
100 emitters x 0.5 GPH = 50 GPH. If the garden needs 100 gross gallons, runtime = 100 / 50 = 2 hours. If the bed is 1,000 sq ft, 100 gallons is about 100 / (1,000 x 0.623) = 0.16 in of gross depth.
Target = 25 mm, efficiency = 85%, sprinkler rate = 12 mm/hr. Gross depth = 25 / 0.85 = 29.4 mm. Runtime = 29.4 / 12 = 2.45 hours, or about 2 h 27 min.
A 1 inch net target at 65% efficiency requires 1 / 0.65 = 1.54 inches gross. On 5,000 sq ft, volume = 1.54 x 5,000 x 0.623 = about 4,796 gallons, compared with 3,115 gallons for a perfect 1 inch application.
These are rough planning ranges. Measured field output is better than manufacturer specs because pressure, nozzle wear, wind, spacing, and maintenance change actual application rate.
| Sprinkler type | Typical precipitation rate | Use notes |
|---|---|---|
| Fixed spray heads | 1.0 to 2.0 in/hr | Often needs short cycle-and-soak periods. |
| Rotors | 0.25 to 0.75 in/hr | Longer runtimes, usually lower runoff risk. |
| Impact or agricultural sprinklers | 0.10 to 0.60 in/hr | Use field catch cans or audit data when possible. |
| Microsprays | 0.20 to 1.00 in/hr | Depends heavily on spacing and nozzle pattern. |
| Drip value | Rough range | Use notes |
|---|---|---|
| Button emitters | 0.5 to 2.0 GPH each | Common in gardens, orchards, and landscape beds. |
| Drip tape emitters | 0.1 to 0.5 GPH each | Spacing and tape flow rating matter. |
| System efficiency | 80% to 95% | Use lower values for leaks, clogging, or uneven distribution. |
| Efficiency range | Planning meaning | Common context |
|---|---|---|
| 60% to 75% | High losses or poor uniformity | Windy sprinklers, mixed nozzles, runoff, pressure issues. |
| 75% to 85% | Moderate planning value | Typical maintained landscapes and many field systems. |
| 85% to 95% | High efficiency | Well-managed drip or audited matched precipitation zones. |
| Use inches when... | Use millimeters when... |
|---|---|
| Lawn guidance says 1 inch per week, or sprinkler specs are in in/hr. | Crop schedules, weather data, or irrigation audits are in mm or mm/hr. |
Divide 1 inch by the sprinkler precipitation rate after correcting for efficiency. A 0.5 in/hr sprinkler at 80% efficiency needs 1 / 0.80 / 0.50 = 2.5 hours to deliver 1 net inch.
Place several straight-sided catch cans across the zone, run the sprinklers for a measured time, average the collected depth, then divide by the test duration in hours. For example, 0.25 inch in 30 minutes equals 0.5 in/hr.
Yes. Use GPM mode when you know total zone flow and area. The calculator uses PR = GPM x 96.3 / square feet, then feeds that precipitation rate into the runtime calculation.
Usually yes. Use the target depth helper to subtract recent effective rainfall from weekly water need or ET. Only credit rainfall that entered the root zone and is still available to the crop or landscape.
Long runtimes can exceed soil intake rate. Splitting irrigation into cycles with soak time can reduce runoff, especially on slopes, compacted soils, clay soils, and high-rate spray zones.
Many fixed spray zones apply roughly 1 to 2 in/hr, while rotors are often near 0.25 to 0.75 in/hr. Agricultural and microspray systems vary widely, so measured catch-can results are preferred.
Multiply emitter flow by emitter count to get total gallons per hour. Then divide desired gross gallons by total GPH, or let the drip mode convert a target depth over a bed area into gallons and runtime.
Applying 1 inch of water over 1,000 square feet takes about 623 gallons, which is why small changes in depth can noticeably change runtime and water use.
A system running at 70% efficiency must apply much more water than a system running at 90% efficiency to deliver the same net depth to the soil.
Sprinkler precipitation rates and drip output are best confirmed with catch-can tests, flow measurements, or recent audit data instead of assumptions.
Soil intake rate, slope, and wind can matter just as much as the raw runtime estimate because they affect runoff, drift, and uniformity.
Long runtimes are often split into shorter sets with soak periods so water can move into the root zone instead of running off the surface.
The runtime calculation is based on standard irrigation scheduling concepts: convert crop or landscape water need into a net target depth, account for irrigation efficiency, then divide by measured precipitation rate or emitter flow.
Reference concepts include EPA WaterSense smart irrigation controller guidance, university extension catch-can irrigation audit methods, the standard sprinkler precipitation-rate relationship using flow and area, matched precipitation-rate design, and water-balance scheduling using evapotranspiration, crop coefficient, and rainfall credit.
Limitations: measured field output is better than manufacturer specifications. Pressure, nozzle wear, wind, clogged emitters, distribution uniformity, slope, soil intake rate, and runoff can all change the final schedule. Use cycle-and-soak scheduling when water is applied faster than the soil can absorb it.
Use measured application rates whenever possible and consider runoff risk, infiltration limits, rainfall, local watering restrictions, crop stage, and soil moisture observations before setting a final schedule.