Furrow Irrigation Calculator

Estimate furrow irrigation application depth from advance time, recession time, and flow rate. Optimize furrow irrigation management for efficiency.

Soil / Field Presets

GPM
ft
in
min
min
in
Avg Application Depth
1.97 in
Raw depth 1.75 in adjusted for recession soak
Volume per Furrow
1,800 gal
15 GPM × 120 min
Total Volume (all furrows)
36,000 gal
20 furrows × 1,800 gal each
Estimated Efficiency
95%
Deep perc: 0.00 in, Runoff: 0.20 in
Distribution Uniformity
53%
Avg opportunity time: 90 min
Field Area
0.76 acres
20 furrows × 660 ft × 30 in spacing
Advance Rate
5.5 ft/min
660 ft in 120 min
Total Irrigation Time
40.0 hrs
Sequential irrigation of 20 furrows

Performance Ratings

Application Efficiency95%
Distribution Uniformity53%

Opportunity Time Along Furrow

Head
150 minMid
90 minTail
30 min
Maximum Non-Erosive Flow Rates
Soil TypeSlope 0.1%Slope 0.3%Slope 0.5%Slope 1.0%
Sandy Loam40 GPM25 GPM18 GPM10 GPM
Silt Loam35 GPM20 GPM15 GPM8 GPM
Clay Loam30 GPM18 GPM12 GPM6 GPM
Clay25 GPM15 GPM10 GPM5 GPM
Furrow Method Comparison
MethodEfficiencyDULaborCapital Cost
Continuous Flow40–60%50–70%HighLow
Surge Flow55–75%65–85%MediumMedium
Cablegation60–80%70–85%LowMedium
Tail-Water Recovery+10–20%MediumMedium
Planning notes, formulas, and examples

About the Furrow Irrigation Calculator

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.

When This Page Helps

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.

How to Use the Inputs

  1. Enter the average furrow inflow rate in GPM.
  2. Enter the furrow length in feet.
  3. Enter the furrow spacing in inches.
  4. Enter the advance time (time for water to reach the furrow end) in minutes.
  5. Enter the recession time (time after cutoff for water to recede) in minutes.
  6. Review the estimated application depth and efficiency.
Formula used
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 inches

Example Calculation

Result: 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.

Tips & Best Practices

  • Shorten furrow length on steep slopes to reduce erosion.
  • Surge flow (on/off cycling) improves advance uniformity.
  • Use poly-pipe with punched holes for uniform inflow to each furrow.
  • Cut off water when advance reaches 80–90% of furrow length.
  • Collect tail-water in a ditch for reuse to boost efficiency.
  • Measure advance and recession at several points for a uniformity assessment.

Furrow Irrigation Mechanics

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 Irrigation

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.

Tail-Water Recovery

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.

Sources & Methodology

Last updated:

Frequently Asked Questions

  • 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.