IIR

Agriculture

Irrigation Input Rate Calculator

Convert root-zone moisture deficit, allowable depletion, field area, application efficiency, and system flow into net depth, gross volume, and runtime.

Root-zone refill plan

Convert a measured soil-water deficit into application depth, volume, and pump runtime

The model keeps net crop need separate from field losses and checks the refill against the selected management-allowed depletion.
Net root-zone deficit42.0 mm
Gross application depth53.8 mm
Net water volume7,560 m³
Pumped volume9,692 m³
Pump runtime64.1 h
Depletion trigger statusReview threshold

Soil-water profile

Root-zone storage, refill target, and application loss

The blue band is current storage, the hatched gap is the net refill, and the amber cap is water lost before reaching the root zone.

Detailed calculation process

Use volumetric water-content difference to size the refill

General symbolic formulas

Dnet = Z × max(θFC − θ, 0)Dgross = Dnet / ηVnet = 10 A DnetVgross = Vnet / ηt = 1000 Vgross / (3600 q)Dtrigger = Z θFC AD

One millimetre over one hectare equals 10 m³. Efficiency increases pumped depth; it does not change the crop-root deficit.

Symbols and units

Z root-zone depth (mm)θFC field-capacity fractionθ current water-content fractionη application efficiency (decimal)A irrigated area (ha)q system flow (L/s)AD allowed depletion fractiont pumping time (hours)

Worked substitution with current inputs

Application ledger

StageDepthVolumeMeaning

Use steps

  1. Measure water content in the active root zone.
  2. Use a field-specific field-capacity value.
  3. Enter delivered flow and measured efficiency.

Examples

Drip block: use the wetted crop area, not the entire property.

Rain adjustment: rerun after effective rainfall changes measured water content.

Limitations

This planning balance excludes infiltration limits, runoff, salinity leaching, crop-stage stress, rainfall forecasts, pressure variation, and legal allocation constraints.

Irrigation-rate FAQ

Why is gross depth larger?

Some pumped water is lost before it becomes root-zone storage.

Can gravimetric moisture be entered?

No. Convert it to volumetric water content using bulk density first.

Is runtime continuous?

It is hydraulic time; split sets may be needed to respect infiltration and equipment limits.