residential irrigation water use in the central florida ridge melissa baum haley agricultural &...
TRANSCRIPT
![Page 1: Residential Irrigation Water Use in the Central Florida Ridge Melissa Baum Haley Agricultural & Biological Engineering University of Florida](https://reader035.vdocument.in/reader035/viewer/2022070306/5517b7f35503463e368b61c6/html5/thumbnails/1.jpg)
Residential Irrigation Water Use in the Central Florida Ridge
Melissa Baum Haley
Agricultural & Biological Engineering
University of Florida
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Why Study Residential Irrigation?
Homeowners desire green lawnsIrrigation systems installed in most newly
built homesUneven rain events
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Water Use in Florida
Residential water use comprises 61% of the public supply, responsible for 43% of groundwater withdrawn.
Between 1970 and 1995 there was a 135% increase in groundwater withdrawals.
Nearly 30% of the is withdrawn April through June.
Florida consumes more fresh water than any other state east of the Mississippi River.
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Objectives of Study
Irrigation water consumptionIrrigation schedulingMicroirrigation in bedded areasResidential System Uniformity Control System UniformityEvaluation of Uniformity ProcedureUniformity Based on Soil Moisture
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Where Research was Conducted
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Water Use
Three treatments with different irrigation scheduling, landscapes, and equipment
Weather data recordedInstalled flow meters on
main irrigation lineRecorded total property
water consumption
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Treatment 1
Typical landscapeTurf area > Bedded area
Typical irrigation practices
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Treatment 2
Typical landscapeTurf area > Bedded area
Irrigation schedule based on historical ET requirements
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Treatment 3
Atypical landscapeTurf area < Bedded area
Irrigation schedule based on historical ET requirements
Use of microirrigation in the bedded areas
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Examples of Microirrigation in T3
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Irrigation Scheduling for T2 and T3
Zone SettingSeason
Summer Fall Winter Spring
SprayIdeal 25 min 15 min 0 min 20 min
Range 20-30 10-20 0-10 15-25
RotorIdeal 45 min 30 min < 10 min 30 min
Range 30-50 20-40 0-20 25-45
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Landscape Percentages
Treatment 1 Treatment 2 Treatment 3
Turf (%)
Bed (%)
Area (m2)
Turf (%)
Bed (%)
Area
(m2)Turf (%)
Bed (%)
Area (m2)
Avg. 78 21 1347 74 25 966 35 65 850
8 8 991 8 8 613 23 23 506
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Evapotranspiration and Rainfall
Weather stations at each of the locationsDownloaded monthlyET calculated
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Turf Quality
NTEP quality rating procedureQuality observed seasonally
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0
50
100
150
200
250
300
350
Mar
-02
May
-02
Jul-0
2
Sep-0
2
Nov-0
2
Jan-
03
Mar
-03
May
-03
Jul-0
3
Sep-0
3
Nov-0
3
Jan-
04
Mar
-04
May
-04
Month
Tot
al D
epth
(m
m)
ETo
ETc
T1
T2
T3
Monthly Water Input and Requirement
Effective rainfall plus applied irrigation for each treatment compared to evapotranspiration
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Water Use Conclusions
Winter Spring Summer Fall Average
T1
Water Use (mm) 103a 176a 134a 155a 142
% of Total 75 77 82 62 75
Turf Quality 5.7a 5.9a 5.8a 6.6ab 6.0
T2
Water Use (mm) 78b 135b 110ab 148a 119
% of Total 63 74 66 61 66
Turf Quality 6.4a 6.6a 5.6a 6.9a 6.3
T3
Water Use (mm) 55b 95c 96b 102b 87
% of Total 37 42 63 55 46
Turf Quality 5.4b 6.4a 5.1a 5.8b 5.7
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Uniformity Testing
Why is uniformity important?How is uniformity different than
efficiency?
Under irrigatedUnder irrigatedUnder irrigated
Over irrigationOver irrigation
Non-uniformity(100% uniformitynot practical)Adequate irrigation
Non-uniformity(100% uniformitynot practical)Adequate irrigation100% uniformitynot practicalAdequate irrigation
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Uniformity Testing
How to test for uniformity?
How is uniformity calculated?
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Testing Locations
Residential Systems – existing in-ground irrigation systems
Control Systems – regulated pressure, spacing at 50% of manufacturers rated diameter
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Testing Procedures
Place catch cans in a grid formationTo reduce edge effects, inset from boundaryTest system and head pressure Wind gusts < 3.2 m/sRun times
Spray zones = 25 minRotor zones = 45 min
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Comparison of Equipment
Brands A, B, C Commonly installed by contractors
Fixed and adjustable nozzles Tested at recommended, low and high pressures
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Results: Residential vs. Control Systems
Higher DUlq for control tests
Controlavg = 0.53*
Homesavg = 0.45**
*recommended pressure
**grid formation
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High Uniformity Pattern
Spray head with quarter circle nozzle at recommended pressure
DUlq avg = 0.66
Meters
0 1 2 3 4 5 6
Met
ers
0
1
2
3
4
5
6
50 100 150 200 250 300 350 400
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Low Uniformity Pattern
Spray head at low pressure
DUlq avg = 0.33
Meters
0 1 2 3 4 5 6
Met
ers
0
1
2
3
4
5
6
50 100 150 200 250 300 350 400
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Comparison of Head Type – Residential Systems
Rotor heads had higher DUlq
Rotoravg = 0.49
Sprayavg = 0.40
P = 0.09 (91% confidence)
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Comparison of Head Type – Control Systems
Rotor heads have higher DUlq
Regardless of pressure
Rotoravg = 0.55
Sprayavg = 0.48
P = 0.007 (99.3% confidence)
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Control Rotor Head Uniformity
Brands: A, B, CPressures: Low, RecommendedSignificant differences across brandNo significant difference across pressure
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Control Spray Head Uniformity
Brands: A, A-adj., B, B-adj., CPressures: Low, Recommended, HighSignificant differences across brandSignificant difference across pressureInteraction between pressure and brand
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Equipment Testing Conclusions
Uniformity is affected by: Irrigation design Equipment selection System pressure
Rotor heads tended to have
higher uniformitiesLow pressure reduced uniformity
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Testing Method Comparison
Uniformity procedure in this studygrid formation +100 catch-cans per zone
MIL procedure random placement in center of zone16-24 catch-cans per zone
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Results: MIL Procedures
Average MIL DUlq = 0.53
Average Home DUlq = 0.43
Average Home DUlq
simulating MIL procedure = 0.55
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Time Domain Reflectometry (TDR)
Device used to measure soil water content, by measurements of the volumetric water content (VWC)
Relates the time needed for an electrical signal to travel along wave guides
Must be calibrated Sensitive to salt content in the soil
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Why Test with the TDR
Determine a quick and easy method for calculating system uniformity
Compare the uniformity values from the TDR device to the typically practiced catch-can test
The TDR device should provide accurate uniformity values since it is based on the soil moisture content
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Testing Procedures
Place catch cans in a grid formationWind gusts < 3.2 m/sRun times
Spray zones = 25 min Rotor zones = 45 min
Use TDR at each measurement location to determine VWC
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Results: Uniformity Comparison
Sample Method Average Standard Deviation
Coefficient of
Variation
Point Difference
Volume DUlq 0.45 0.09 20 Residential
TDR DUlq 0.68 0.08 12 0.20
Volume DUlq 0.54 0.14 25 Control
TDR DUlq 0.77 0.07 9 0.22
Volume DUlq 0.51 0.13 25 Overall
TDR DUlq 0.74 0.08 11 0.22
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Comparison of Uniformity Values
0
0.2
0.4
0.6
0.8
1
0 0.2 0.4 0.6 0.8 1
Volume, DUlq
TD
R,
DU
lq
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Results: Point Difference
Average Point Difference between methods 0.20 TDR DU is higher
In agreement with previous work
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Results: Measurements
Sample MethodAverage
StandardDeviation
Coefficient of
Variation
ResidentialVolume (mL) 294 108 37
VWC % 22 4 19
ControlVolume (mL) 259 207 80
VWC % 25 6 25
OverallVolume (mL) 271 180 66
VWC % 24 6 24
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Comparison of Measurements
y = 4.8943Ln(x) - 2.8285
R2 = 0.2456
0
5
10
15
20
25
30
35
40
45
50
0 250 500 750 1000 1250
Catch-Can Volume (mL)
TD
R S
oil
Mo
istu
re (
%)
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Differences in Measurement Range
TDR Scale 0-45% VWC
Catch-Can Scale 0-1500 mL
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Effects of an Irrigation Event
What is the TDR uniformity
before an irrigation event?
is the DU lower? is the DU the same (equally high)?
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TDR Pre-Irrigation Results
The DU values were lower Pre-irrigation: 0.55 Post-irrigation: 0.64
This means the soil properties are affecting the uniformity results
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Difference between Methods
TDR doesn’t measure properly splaying probes
If TDR is measuring properly Maybe uniformity doesn’t matter that much TDR measures higher because what’s in the
cans doesn’t reflect what’s happening in the soil
redistribution
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Soil Moisture vs. Volume Conclusions
Catch-Can DU is worse because of zero values
Catch-can doesn’t tell us the whole story Ignores the soil properties
Too much variation between the DUlq values determined by the TDR device and the catch-can method.
The TDR device may not be a viable method for uniformity results
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Overall Conclusions
Homeowners over-irrigate Irrigation scheduling decreased water use significantly Micro-irrigation in bedded areas helped to decrease
water used for irrigation Residential system uniformity was lower than expected Rotor head zones tend to have higher uniformity than
spray head zones The reported MIL uniformities were higher than the
uniformities from this project The procedure (number and placement of cans)
has an effect There was not a correlation between soil moisture and
can volume
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Thank You for Your Attention
AcknowledgementsI would like to thank the cooperators for participating in this work, and the following individuals for technical support: Danny Burch, Clay Coarsey, Jeff Williams, Brent Addison, and Justin Gregory. I would also like to thank my Graduate Committee for guidance and patience. A special thank you to Dr. Michael D. Dukes for being a wonderful guru!