Know your pump output before watering beds daily. Convert units and estimate required power fast. Plan efficient irrigation lines with less trial and error.
Choose a method, enter values, then calculate. Large screens show three columns, smaller screens show two, and mobiles show one.
These sample scenarios show typical garden measurements.
| Scenario | Volume | Time | Diameter | Length | Static Head | Typical Use |
|---|---|---|---|---|---|---|
| Bucket test at tap | 120 L | 2 min | 25 mm | 20 m | 2 m | Sprinkler hose run |
| Drip line check | 20 L | 2 min | 16 mm | 30 m | 1 m | Vegetable beds drip irrigation |
| Tank transfer | 0.25 m³ | 10 min | 32 mm | 15 m | 3 m | Filling storage tank |
Q = V / t where Q is flow (m³/s), V is volume (m³), and t is time (s).Q = A × v, with A = π d² / 4.hf = 10.67 × L × Q1.852 / (C1.852 × d4.871).hm = K × v² / (2g).H = hstatic + hf + hm.P = ρ g Q H; input power uses efficiencies.For short runs, fittings may dominate losses.
Use “Compare” to validate two measurement styles.
Pump flow is the foundation of reliable irrigation. A garden system that looks fine on paper can underperform when hoses, filters, and elevation reduce output. Measuring real flow helps match sprinklers and drippers to the available supply, preventing dry spots and wasted water. With a verified flow rate, you can divide zones logically, keep pressure steadier, and avoid running a pump at the edge of its capability.
The volume–time method is practical and dependable for gardens. Collect water in a known container, time the fill, then compute flow. Repeat the test twice and average results to reduce timing error. Perform tests at the same outlet you plan to use, because flow can change across valves, quick-connects, and nozzles. Record units carefully so conversions remain consistent.
Even short runs can lose head due to hose roughness, small diameters, and fittings. This calculator estimates friction with the Hazen–Williams relationship, which is commonly used for pressurized water lines. Minor losses account for bends, tees, and valves using a K value. When totals are high, flow may drop and sprinklers may not reach their radius. Reducing elbows, upsizing pipe, or shortening runs usually improves outcomes.
Pumps must overcome static lift plus dynamic losses. Total dynamic head is used with flow to estimate hydraulic power, then adjusted by efficiencies to approximate input power. This supports practical decisions such as selecting a pump size, limiting zone demand, or lowering elevation changes. Real pumps have curves, so treat power as an estimate and confirm with manufacturer data for final selection.
After you know flow, assign emitters based on total demand. For drip, sum emitter rates and keep a safety margin for clogging and seasonal variation. For sprinklers, keep each zone within flow and pressure limits to maintain uniform coverage. Export results to track seasonal checks and maintenance. If flow decreases over time, clean filters, inspect intake screens, and check for leaks or suction restrictions.
The bucket volume–time method is usually best. It reflects real fittings and hose conditions, and it needs only a container and a stopwatch.
Use internal diameter whenever possible. If you only know nominal size, choose the closest internal value, because small changes affect area and friction.
Smooth PVC is often 140–150. Older hose, rough pipe, or sediment can be lower. If unsure, use 140 and compare against measured flow.
K total is the combined resistance of fittings like elbows, valves, and tees. Add more K when your line has many bends or restrictive valves.
Nameplate flow is usually at specific conditions. Your elevation, hose length, filters, voltage, and wear change operating head and reduce real flow.
Yes. Measure flow at the outlet you will use and include lift and pipe length. For long transfers, friction and fittings become more important.
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.