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LandWISE – Promoting sustainable land management

IRRIG8: Solid set irrigation

This calibration tool is designed to meet the IrrigationNZ: NZ Irrigation System Performance Assessment Code of Practice – Part D: Solid Set. Download the code for more guidance. For a quick system β€œbucket test”, 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.

🚿 Solid Set Evaluation v1.0.0

Performance assessment of solid set sprinkler systems following the IrrigationNZ Code of Practice Part D, Section 3

πŸ’Ύ Save or Reload an Evaluation

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.

Files stay on your computer; nothing is uploaded to the website. Loading replaces what is currently entered.
🏑 Farm & Property Information
πŸ–ΌοΈ Report Branding (Optional)
JPG, PNG or GIF, max 500KB
Logo preview
🚿 Solid Set System

Permanent solid set systems (fixed sprinklers on risers, square/rectangular or triangular layout). Long-lateral (bike-shift) systems are not covered.

Sets the recommended maximum collector spacing: 5 m, or 3 m for sprayers
Average over several sprinklers
Average over several laterals
🎯 Sprinkler Wetted Radius (to the nearest 10 cm, at least three places)
πŸ“ Station & Area
Stations of the same layout that make up the area
Sprinkler extent plus 0.75 Γ— wetted radius beyond the outer sprinklers on every side
Optional. A measured area
🌱 Target & Soil
Normal run time of the station
Optional
Optional
⚑ Flow & Energy
Station operating; wait until steady (up to 15 minutes)
Optional. Over the period below
πŸ“ Pressure Units
Results show both units
🏭 Headworks Pressures
🚰 Hydrant / Station Off-take Pressures (optional)
Off-takeName / positionPressure
1
2
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12
πŸ“ Lateral Pressures

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 / positionFirstMiddleLast
1
2
3
4
5
6
7
8
9
10
11
12
e.g. 30 psi or 210 kPa
Advisory, default 40 kPa (Nelson and Senninger: at least 5 psi / 34 kPa). Below 20 kPa is always flagged.
πŸͺ£ Sprinkler Pressure & Flow (12 sprinklers across the area)

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.

#LocationPressureVolume (L)Time (s)Adjusted pressureVolume (L)Time (s)
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12
q = Kd Γ— p^x, used to turn lateral pressures into flows
🌬️ Weather During the Test
km/h Γ· 3.6. Monitor at least every 15 minutes
🌑️ Evaporation Control Collector

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.

Uses the test collector diameter (Grid Test tab)
Optional. Leave blank to use the calculated rate
🌱 Field Observations
Reported only; not used in calculations
Discharge falling outside the edges of the field
πŸ’§ Grid Uniformity Test

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.

Also the start of the evaporation correction
Lateral spacing Γ· columns
2 Γ— sprinkler spacing Γ· rows

πŸ“„ 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.

🚫 Excluded Collectors
#RowColumnReason
1
2
3
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7
8

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 (Clemmens–Solomon) 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
πŸ“‹ Report

Developed for LandWISE by Dan Bloomer, Page Bloomer Associates

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