Border Irrigation Calculator
Calculate border strip irrigation volume from strip dimensions and application depth. Determine inflow rate needed for uniform water distribution.
Estimate furrow irrigation application depth from advance time, recession time, and flow rate. Optimize furrow irrigation management for efficiency.
Soil / Field Presets
Performance Ratings
Opportunity Time Along Furrow
| Soil Type | Slope 0.1% | Slope 0.3% | Slope 0.5% | Slope 1.0% |
|---|---|---|---|---|
| Sandy Loam | 40 GPM | 25 GPM | 18 GPM | 10 GPM |
| Silt Loam | 35 GPM | 20 GPM | 15 GPM | 8 GPM |
| Clay Loam | 30 GPM | 18 GPM | 12 GPM | 6 GPM |
| Clay | 25 GPM | 15 GPM | 10 GPM | 5 GPM |
| Method | Efficiency | DU | Labor | Capital Cost |
|---|---|---|---|---|
| Continuous Flow | 40–60% | 50–70% | High | Low |
| Surge Flow | 55–75% | 65–85% | Medium | Medium |
| Cablegation | 60–80% | 70–85% | Low | Medium |
| Tail-Water Recovery | +10–20% | — | Medium | Medium |
Furrow irrigation delivers water through small channels (furrows) between crop rows. Water advances along the furrow from the head to the tail, simultaneously infiltrating into the soil. The application depth at any point depends on how long water stands in contact with the soil — the opportunity time, which equals the difference between recession and advance times.
Efficient furrow irrigation requires balancing inflow rate, furrow length, and soil intake characteristics. Too high a flow causes tail-water runoff; too low a flow gives excessive deep percolation at the head end because water must stand there much longer.
This calculator estimates the average application depth from advance and recession times and the inflow rate, giving you a quick assessment of your furrow irrigation performance. Use it to review set times and inflow assumptions after an irrigation and see whether the furrow is applying about the depth you intended.
Furrow irrigation is the most common surface irrigation method but also one of the most variable in performance. This page gives you a quick check on whether the set is likely to be shallow, excessive at the head, or reasonably close to target.
Opportunity Time (min) = (Advance + Recession) / 2
Volume Applied (gal) = Inflow (GPM) × Advance Time (min)
Depth (in) = Volume (gal) / (Furrow Length (ft) × Furrow Spacing (ft) × 0.623)
Where 0.623 converts gal/ft² to inchesResult: Application Depth ≈ 2.2 in
Volume = 15 GPM × 120 min = 1,800 gal. Area = 660 ft × 2.5 ft = 1,650 ft². Depth = 1,800 / (1,650 × 0.623) = 1,800 / 1,028 = 1.75 in average. With recession adding soak time, actual depth is approximately 2.2 inches.
Water enters the furrow at the upstream end and advances along the furrow driven by gravity and surface slope. As it moves, water infiltrates into the soil through the furrow perimeter. The head end sees the longest water contact time and receives the most water, while the tail end receives less.
Surge flow sends water down the furrow in pulses rather than continuously. The first pulse partially seals the soil surface, reducing intake rate on subsequent pulses. This speeds advance and improves uniformity between head and tail end.
Collecting runoff at the tail end in a ditch or sump, then pumping it back to the head or to another field, recovers 10–20% of applied water. Tail-water recovery systems require a sump, pump, and return pipeline but pay for themselves quickly on larger fields.
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Advance time is the duration for water to travel from the head of the furrow to the tail end. It depends on inflow rate, soil intake rate, furrow slope, and furrow length.
Recession time is the period after water inflow is cut off until the water recedes from the soil surface. During recession, water continues to infiltrate into the soil.
The maximum non-erosive flow rate depends on soil type and slope: sandy loam on 0.5% slope may tolerate 20–30 GPM/furrow, while clay on 1% slope may only allow 8–15 GPM/furrow.
Level the field, use surge valves, optimize cutoff timing, shorten furrows on steep slopes, and collect and reuse tail-water runoff. Combining surge flow with tail-water recovery can improve furrow efficiency from 40–60% to 65–80%. Regular field evaluations measuring advance time and deep percolation help identify which improvements will have the greatest impact on your specific conditions.
Without improvements, furrow irrigation is 40–60% efficient. With surge flow and tail-water reuse, efficiency can reach 65–80%.
Yes. Many row-crop farmers are converting furrow to subsurface drip for significant water and labor savings. The capital cost is higher but efficiency jumps to 90–95%.
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