

How long or how often should I water? Who, or what, is ET?
Anyone responsible for keeping landscape healthy and green may want
answers to these questions.
Today’s irrigation systems uses a controller,
which is an automatic timer that regulates when and for how long
your sprinklers run, depending on the watering schedule you enter.
An automatic controller, set properly, is much more efficient than
operating sprinklers manually.
A program is a set of instructions that tells
the controller exactly when to run the sprinklers. It consists of
Watering Days, Start Times, and Run Times. If your lawn needs one
inch of water per week to stay healthy, how do you set the program?
What do I base my Run Time on? Yes, irrigation scheduling can be
quite a challenge.
High-tech, computerized Central Control systems
provide updated and adjusted schedules on a daily basis to the field.
But this level of scheduling precision demands software, special
equipment, and expert dedication to design and maintenance. How
then, can the average end-user achieve this degree of sophistication?
Irrigation professionals, landscape architects
and homeowners alike, want a quick and easy solution to scheduling,
good enough to get in the "ballpark". True, the method
described in this article may not reflect the accuracy necessary
for sports turf management, but it can save water. It is derived
from proven turf science, it beats guessing, and it helps establish
a usable benchmark schedule for most residential and light commercial
applications.
This benchmark is the key to what is known as
ET Scheduling. "ET" stands for evapotranspiration.
Water in the soil evaporates and plants transpire, or use water,
daily. Hence the term, "ET". Let’s say that you
live in a hot, dry climate, and it is now the middle of July. Your
turf grass needs ¼ inch of water per day to stay green. Therefore,
your evapotranspiration rate is 0.25 inches per day. This is the
amount or depth of water that needs to be replaced by the irrigation
system.
ET-based scheduling works well with solid-state
controllers that have a feature called water budget. This lets you
change you usual station run times without resetting each station.
One hundred percent is your peak programmed run time. You can adjust
this percentage up or down when you want more or less run time,
according to the season and weather.
Once calculated, the end user can reprogram an
entire system in less than one minute! There is no need to change
each individual station run time, start time, or day schedule during
spring or summer. That’s because water budget adjusts all
run times, for every station.
The idea is to establish a Base Schedule
Index (BSI) for each zone. This is the maximum amount of
run time per station necessary to achieve proper watering during
the hottest month in summer. Next, apply a monthly water budget
for off-peak scheduling, and you’re finished.
We will use factors such as Evapotranspiration
(ET), Precipitation Rate (PR), Water Budget (WB), and Adjusted
Run Time (ART) to calculate our schedules. Together, they
reveal the amount of water to be replenished each irrigation cycle,
adjusted for seasonal differences.
The Evapotranspiration (ET) rate
equals the total loss of water by evaporation from the soil surface,
plus the transpiration from turf grass or ornamental plants, over
a given area, in 24 hours. ET = inches/day.
The Precipitation Rate (PR) of
the sprinklers is similar to rainfall. It expresses the rate of
applying water over a given area in one hour. Measured in inches
per hour (in/hr), the PR tells us how fast we are filling the soil
back up within the sprinkler zone.
PR = inches/hour
How to find the Precipitation Rate (PR)
for each zone in your landscape:
1.Find the approximate area covered by each zone in square feet.
2.Calculate the gallons per minute (gpm) used by each zone. To accomplish
this, add up the gpm output of each sprinkler head. The data for
each sprinkler nozzle can be obtained from the manufacturer or supplier,
or from the irrigation plan. Many nozzles have the gpm figure stamped
or molded right on them. Generally, spray heads use about 0.75 gpm
for ¼-circle, 1.5 gpm for ½ circle, and 3.0 gpm for
full-circle heads. "Rotor" style heads use 2 to 5 gpm
each, for most residential applications.
PR (in/hr) = 96.3 x gpm
Area (ft2)
Example:
There are 4 sprinklers on this zone. Each uses 3 gpm for a total
of 12 gpm. They irrigate an area that measures 30’ x 30’,
or 900 ft2.
PR = 96.3 x 12 gpm = 1.28 inches per hour
900 ft2
The Water Budget (WB) factor
is a coefficient that factors periodical changes in ET. Represented
as a percentage, WB fine-tunes the scheduled run times to help reflect
current weather conditions. WB need only be calculated once per
given geographical area.
Water managers may correctly argue that this equation
ignores soil infiltration rates, field capacity, crop coefficients,
rooting depths, distribution uniformity, microclimates, and wilting
coefficients. The criteria for BSI are simplicity and ballpark run
times, calculated on the fly. Oversimplified? Yes, but it is based
on a twist of established principles and data.
Current turf grass studies indicate over-watering
is a problem. The BSI equation assumes 100% watering efficiency,
with no losses due to runoff or lack of distribution uniformity.
In fact, this is not entirely true. Normal watering run times set
only to the current ET and discounting all other factors would result
in over-watering. The BSI equation, however, uses irrigation inefficiencies
to its advantage. The actual water applied to the soil using the
BSI equation will be 20% to 30% of adjusted ET by the mere fact
that it never accounted for inefficiencies to begin with. This winds
up being very close to optimum settings, without the hassle.
Okay, so how do we find ET? Historical ET data
exists for every part of the country, every month of the year. Contact
Rain Bird Corporation at 1-800-RAIN-BIRD or www.rainbird.com if
you need help. You may also check with your County Agricultural
Extension or local water authority.
Here is the Base Schedule Index (BSI)
equation to satisfy the maximum daily water requirements for turf
grass:
BSI = Peak ET/PR x 60
Where: BSI = maximum summer run time in minutes
Peak ET = peak summer evapotranspiration rate
in inches/day
PR = GPM x 96.3 / sprinkler zone area in square
feet
Calculate and enter the Base Schedule
Index run time per station into the controller.
Next, use the water budget (WB) equation to calculate the percentage
to enter into the water budget feature of your program. You only
need to do this once for any given geographical area, based on your
historical ET data. BSI requires peak ET and assumes 100% water
budget.
WB = Non-peak ET/ Peak ET
Where: WB = Water budget percentage to be entered
seasonally
Non-peak ET = Historical ET data for remaining
11 non-peak months
Peak ET= Historical ET data for peak month
Calculate, document, and enter the water budget
for the appropriate month into the controller.
Use the Adjusted Run Time equation if your controller does not have
a water budget feature, or if the site has certain water restrictions,
such as odd or even days only. In this case, find the cumulative
run time necessary for a 2, 3, or 5-day schedule and program the
run times accordingly. Be aware of long run times exceeding soil
infiltration rates. Split the run times into several starts over
the course of the day.
ART = BSI x WB
Where: ART = Adjusted Run Time in minutes, monthly
or quarterly
BSI = Base Schedule Index in minutes
WB = Seasonal Adjustment percentage
Example: Calculate BSI, WB, and ART for Palm Springs,
California:
Given: Max ET = July @ 0.29 in/day historical ET data
Rain Bird 5000 series rotor zone @ 0.75 in/hr (Precipitation Rate)
BSI = 0.29 in/day = 0.39 hours x 60 minutes/hour = 23.2 minutes
0.75 in/hr
Next, calculate a yearly schedule adjusting
run times using Water Budget (WB).
WB = Non peak ET / Peak ET
If your controller does not have Water Budget
by program, or you cannot water daily, use the ART equation.
Remember that the Water Budget calculations only
need to be performed once for your area. You may apply them to all
future projects. BSI however, must be calculated for each station
or zone with similar precipitation rate characteristics.
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