This calibration tool is designed to meet the IrrigationNZ: NZ Irrigation System Performance Assessment Code of Practice β Part D: Solid Set. Download the code for more guidance. For a quick system βbucket testβ, see the Solid Set Calibration tool.
NOTE: IRRIG8 does not store your data or keep any records. Leaving or refreshing this page will delete all your data, so print reports and export the data or graphs if you want to save them. To have a copy you can reload and edit, download the Save Session csv file and save it. This tool lets you upload it again to automatically repopulate all your data.
Beta version: See disclaimer at foot of page.
πΏ Solid Set Evaluation v1.0.0
Performance assessment of solid set sprinkler systems following the IrrigationNZ Code of Practice Part D, Section 3
Save everything entered on all tabs, plus the results, to a CSV file on your computer. Load it later to fill the calculator back in and recalculate.
Permanent solid set systems (fixed sprinklers on risers, square/rectangular or triangular layout). Long-lateral (bike-shift) systems are not covered.
| Off-take | Name / position | Pressure |
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With the station operating: at the first test point or sprinkler downstream of the off-take, at a sprinkler in the middle and at the last sprinkler. Include the highest and lowest parts of the field. Use a pitot gauge at a sprinkler. With regulators, read upstream of them; sprinkler pressure is then taken as the lower of that reading and the regulator setting.
| # | Lateral name / position | First | Middle | Last |
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Twelve sprinklers of the same specification chosen across the irrigated area, avoiding the inlet ends of laterals. Shroud each with a loose hose and collect for at least 30 seconds or 20 litres. Eight or more give the measured flow uniformity (QDUlq) used in the field DU. Optionally repeat with the pressure changed by about 20% to find the discharge exponent and coefficient, then reset the system.
| # | Location | Pressure | Volume (L) | Time (s) | Adjusted pressure | Volume (L) | Time (s) |
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A collector identical to the test collectors, with a known volume of water, placed upwind of the test area. Each wet collector is corrected by the evaporation rate Γ the time from when the system was shut off to when its row was read.
A grid of collectors inside the rectangle between six adjacent sprinklers (three on each of two laterals) in a representative part of the station, with the whole station running. Columns run along the laterals and rows run across them: default 5 columns Γ 12 rows, the first a half spacing in from the sprinklers. For a triangular layout use the same grid; the four sprinklers on the offset lateral must run.
Shut the system off before reading collectors and record when each row was read.
π Import Collector Readings from CSV (optional)
Columns: Row, Column, Volume (mL). A header row is allowed. Row 1 is nearest the first sprinkler; column 1 is nearest the first lateral.
| # | Row | Column | Reason |
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What is calculated (Code Part D, Section 3.3)
- Evaporation-adjusted grid depths, grid DUlq and Christiansen CU, row and column means
- Measured flow uniformity and pressure-derived flow uniformity
- Field DU (ClemmensβSolomon) and the excess water use factor
- Test, equivalent and total system depths; mean and high-quarter intensity; station flow
- Pressures and the adjusted run time
Developed for LandWISE by Dan Bloomer, Page Bloomer Associates
