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Irrigation Audit Calculator

Calculate Distribution Uniformity (DU) and Christiansen's CU from catch can test data to evaluate irrigation system performance.

Inputs

Results

Distribution Uniformity (%)

80

Christiansen CU (%)

83.6

Coefficient of Variation (%)20.6
Application rate (in/hr)1.08
Scheduling coefficient1.25
Rating (1=Excellent, 4=Poor)2
Over-irrigation factor (%)25
Savings if improved to 90% DU (%)11.1
Water wasted (gal/hr)12,000
Mean catch depth (in)0.54
Max/Min ratio2.56
How to Use This Calculator
  1. Enter Number of catch cans, Mean catch volume (mL), and Low-quarter average (mL).
  2. Set Minimum reading (mL), Maximum reading (mL), and Can diameter (in).
  3. Adjust Test duration (min), System flow rate (GPM) as needed.
  4. Review Distribution Uniformity (%) and Christiansen CU (%).
  5. Use Coefficient of Variation (%) and Application rate (in/hr) to inform your decision.

How the result changes with Mean catch volume (mL)

Mean catch volume (mL)Distribution Uniformity (%)Christiansen CU (%)
51133.372.6
17638.692.1
32520.995.7
45015.196.9

What each input means

Number of catch cans
Total catch cans placed in the test grid.
Mean catch volume (mL)
Average volume collected across all catch cans.
Low-quarter average (mL)
Average volume of the lowest 25% of catch can readings.
Minimum reading (mL)
Lowest single catch can volume.
Maximum reading (mL)
Highest single catch can volume.
Can diameter (in)
Inside diameter of the catch cans used.
Test duration (min)
How long the system ran during the test.
System flow rate (GPM)
Total system flow rate for waste calculations.
Field size (acres)
Field area being evaluated.

What each result means

Distribution Uniformity (%)
DU low quarter — industry standard uniformity measure. >85% is good.
Christiansen CU (%)
Christiansen's Uniformity Coefficient. >80% is acceptable.
Coefficient of Variation (%)
Statistical variability in application. <15% is good.
Application rate (in/hr)
Average application depth per hour.
Scheduling coefficient
Multiply target depth by this to ensure low areas receive enough water.
Rating (1=Excellent, 4=Poor)
1=Excellent (>90%), 2=Good (80-90%), 3=Fair (70-80%), 4=Poor (<70%).
Over-irrigation factor (%)
Extra water applied to compensate for non-uniformity.
Savings if improved to 90% DU (%)
Water savings potential from improving uniformity to 90%.
Water wasted (gal/hr)
Gallons wasted per hour due to over-application for uniformity.
Mean catch depth (in)
Average catch depth converted to inches.
Max/Min ratio
Ratio of highest to lowest catch — ideally close to 1.0.

How this is calculated

Worked example, using the default values

  1. Identify Input Parameters
    4 parameters
    Number of catch cans = 16, Mean catch volume (mL) = 85, Low-quarter average (mL) = 68, Minimum reading (mL) = 45 = 9 input(s) provided
  2. Calculate Distribution Uniformity
    Distribution Uniformity = du * 100
    80 = 80
  3. Calculate Christiansen CU
    Christiansen CU
    83.6 = 83.6
  4. Calculate Coefficient of Variation
    20.6 = 20.6
  5. Calculate Application rate
    1.078 = 1.078

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