The Feasibility of Using Reference Evapotranspiration (ETo) to Estimate the
Irrigation Needs of Landscapes in the Southeast
Patricia Lindsey
North Carolina State University
Meeting today’s urban water demands is increasingly challenging in the
face of water shortages and periodic drought here in the southeast. As municipalities
strive to conserve often limited supplies, measures are adopted that reduce
or frequently restrict landscape irrigation altogether. As we continue to look
for water efficient options, it is very useful to examine approaches developed
over the last decade in California. Two initiatives are especially noteworthy
and very applicable to the southeast:
1. As of January 1, 1993, all cities and counties in California were required
to administer the State Model Water Efficient Landscape Ordinance, which required
landscape professionals to:
* Group plants with similar water needs in zones with a separate irrigation
valve.
* Schedule irrigations based on normal evapotranspiration (ET) adjusted by plant
coefficients.
* Maintain efficient irrigation systems.
* Abide by set limits on total allowable water use.
This ordinance was supported by the Green Industry as a way to stay proactive
and be an equal partner in the discussion to regulate yet stretch water supplies
within the context of maintaining and preserving healthy and beautiful commercial
and residential landscapes.
The ordinance resulted in the organization of an active statewide workgroup
of landscape specialists and University of California researchers, whose purpose
was fill the gap in the knowledge that would allow for successful implementation
of the ordinance. Specifically, they were able to identify and classify over
1800 plants based on their estimated water usage and have refined a water budget
formula to accurately predict landscape water use- the Landscape Coefficient
Method.
The Water Budget Approach
The basis of water budgeting is evapotranspiration-based landscape irrigation
scheduling. Reference evapotranspiration (ETo) data is estimated from a Class
A evaporation pan or from specialized weather stations. Normal year (historical)
monthly averages for four cities in NC are found in Table 2. Using ETo promotes
conservation because it ensures that the landscape receives only the amount
of water actually needed (or lost from the soil by evaporation and from plants
by transpiration).
Water Budget Formula
= ETo x Landscape Area x Conversion Factor
Adjusted Water Budget Formula
= ETo x Crop Coefficient x Landscape Area x Conversion Factor
Where the crop coefficient is a multiplier that adjusts the reference ET value
so that it more realistically represents the water use of a specific crop.
Landscape Evapotranspiration Formula
LCM- Landscape Coefficient Method (KL). The LCM utilizes the above water budget
approach but substitutes a landscape coefficient for a crop coefficient. It
is the equivalent of the crop coefficients used in agriculture and has been
developed specifically for estimating the water requirements of landscape plantings.
It accounts for differences in species, planting density and microclimate. This
formula is covered in UC Cooperative Leaflet 21493 (Costello, Matheny, and Clark,
1991) and the formula is:
= ETo x Crop Coefficient x Landscape Area x Conversion Factor
Where the Crop Coefficient or adjustment factor = ks x kd x kmc
See Table 1 for the estimated values for each factor. This is an area where
obviously much more research is needed. Not much is known empirically about
the actual water needs of plants and how the coefficients may vary from region
to region, over the course of a year, and over the lifespan of the landscape.
How transferable is the California plant water use database to the southeast?
Likewise, there will be considerable variation in density and microclimatic
factors relative to the complexity of landscape plantings and a greater understanding
of site design features and its impact on evapotranspiration will need to be
studied in much greater detail.
Case Study: Using the Landscape Evapotranspiration Formula to Estimate Landscape
Water Use for a Planting in Raleigh, NC.
Step 1.
Calculating the Landscape Coefficient (KL)
A well established 200ft2 bed of flowering cherry trees on the south side of
a 3 story building in Raleigh that reflects light and heat throughout the afternoon
and a planting of the same on the shady, cooler, north side of the building.
There is no underplanting, just mulch.
KL = ks x kd x kmc
(south side) KL = 0.8 x 1.0 x 1.4 = 1.12
(north side) KL = 0.8 x 1.0 x 0.5 = 0.4
Step 2.
Calculating Landscape Evapotranspiration (ETL)
ETL = KL x ETo
(south side) ETL = 1.12 x 0.22" = 0.25"(north side) ETL = 0.4 x 0.22"
= 0.08"
Step 3.
Calculating the Total Water to Apply (TWA) for one day
TWA = ETL ETL = landscape coefficient
IE IE = irrigation efficiency, assume .70, sprinkler
(south side) ETL = 1.12 x 0.22 = 0.36"
TWA = 0.25"/.70 = 0.24"
(north side) ETL = 0.4 x 0.22 = 0.08"
TWA = 0.08"/.70 = 0.11"
Converting to gallons of water needed to maintain area to be irrigated (gallons
= inches x area x 0.62).
(south side) TWA = 0.25"/.70 = 0.36"
0.36" x 200ft2 x 0.62 = 44.6 gallons
(north side) TWA = 0.06"/.70 = 0.08"
0.11" x 200ft2 x 0.62 = 13.6 gallons
contrast the LCM derived water usage with conventional PET or potential evapotranspiration
rates for mature shade trees (.80 in a warm, humid climate (.30 PET inches/day):
TWA for entire site:
= .623 x plant area x plant factor x P.E.T (taken from regional chart)
= .623 x 200ft2 x .80 x 0.30"
= 29.9 gallons
= 29.9/.70 = 42.7 gallons or 85 gallons for both sites
LCM:
South side= 44.6 gallons (4% more than PET)North side = 13.6 gallons (73% less
than PET)
58 gallons for both sites (31% less overall than PET)
Summary
The Landscape Evapotranspiration Formula ultimately has the potential to help
refine and more accurately predict landscape water use requirements. This in
turn may provide the Green Industry in NC and the southeast with greater ability
to influence policies on water planning and management as conservation and regulatory
approaches are developed and implemented.
Species Factor (ks):Orchard values range from 0.56 to 1.12 in summer
Assume landscape trees can lose less than potential maximum and be healthy
Density Factor (kd):
60-100% canopy cover is considered average, kd =1.0
If surface evaporation is not controlled, increase kd by 10-20%
Microclimatic Factor (kmc):
An "average" microclimate is one in which site features such as buildings,
structures, pavements, slopes, surface reflectivity do not influence the microclimate,
kmc =1.0
In "high", site features greatly increase evaporative conditions,
kmc = 1.0-1.4
In "low", site is shaded, protected from winds, north facing, kmc
= 0.5-1.0
Table 2. NORMAL EVAPOTRANSPIRATION DATA FOR NORTH CAROLINA (INCHES)
MONTH
|
Asheville |
Charlotte |
Raleigh |
Wilmington |
January
|
0.5 |
1.95 |
2.01 |
2.1 |
February
|
0.63 |
2.44 |
2.44 |
2.64 |
March
|
1.35 |
4.07 |
4.0 |
4.21 |
April
|
2.65 |
6.04 |
5.81 |
6.35 |
May
|
4.33 |
7.16 |
6.38 |
7.31 |
June
|
5.83 |
7.63 |
6.87 |
7.24 |
July )
|
6.36 |
7.64 |
6.89 |
7.53 |
August
|
5.76 |
7.06 |
6.25 |
6.4 |
September
|
4.11 |
5.45 |
4.88 |
5.34 |
October
|
2.4 |
3.87 |
3.56 |
4.0 |
| November |
1.03 |
2.7 |
2.71 |
2.86 |
December |
0.56 |
2.07 |
2.15 |
2.39 |
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