Irrigation Using a Well or
Wells of Inadequate Yield
Well Manager® and Herculan
ConstaBoostT Systems can be used to collect water from one or more
wells and deliver it to irrigation systems or to systems that
combine irrigation with a domestic water supply as may be the case
with home landscape irrigation.
Should I Irrigate?
Irrigation is a depletive water use.
In other words, water pumped from the ground and applied for
irrigation is either taken up by plants or evaporates into the air.
It does not go back into the aquifer through a septic system or some
other means as other uses might. This doesn't mean that irrigation
is a bad thing but it does mean that you need a way to gage the
affect of your activities on local groundwater levels. You wouldn't
want to inadvertently run your well or neighboring wells
dry.
The aquifer from which you are
pumping water is like a pond fed by a stream. If you continually
pump more water from the pond than the stream puts back, you will
end up with an empty pond. If you exceed the inflow rate for a short
time the pond level may dip but once you stop it will refill. As
long as the overall use doesn't exceed the overall inflow (recharge)
you will not run your aquifer dry. When using a low yield aquifer to
irrigate you must always be aware that you could exceed the recharge
rate, especially in an extended drought.
Well Manager® is the best device
available for this use because it can maximize the well's output and
provide visual clues as to how pumping is affecting the static level
in your well and the water table in general. For more information on
this see; Well manager - How it
works. The end of that page provides information on the
Well Manager Flow Detector, which protects the well pump and
provides valuable information about well water levels.
Can I Irrigate?
The first step in determining if you
have enough water to irrigate is to design the system on paper and
determine how much water will be required on a daily basis. When
dealing with a low yield well - one that would not be adequate
without a storage system - the system should be designed so that bed
and grass zones are distinctly separate. Do not put some heads that
are tending grass with some that are watering a bed on the same zone
valve.
The reason for this is that you want
the ability to cut back on use if your activities begin to affect
the water table adversely due to lack of rain or some other reason.
Grass that turns brown from lack of water will green up again when
water is available, but shrubs, trees and other perennials may die
when they turn brown. So when push comes to shove, you want to save
your water for the shrubs and perennials.
The table below is for the purpose of
illustration and lists the zones for a proposed irrigation system.
|
Zone # |
Zone Use |
GPM
Required |
Run Time
Min. |
Water Used
This Zone |
Day 1 |
Day 2 |
|
1 |
Grass Fr. |
12 |
30 |
360 |
360 |
|
|
2 |
Grass Fr. |
9 |
30 |
270 |
270 |
|
|
3 |
Bed Fr |
6 |
30 |
180 |
180 |
|
|
4 |
Bed drip Fr |
4.5 |
40 |
180 |
180 |
|
|
5 |
Grass Fr. |
12 |
30 |
360 |
360 |
|
|
6 |
Bed Fr |
6 |
30 |
180 |
180 |
|
|
7 |
Shrubs Fr |
7.5 |
30 |
225 |
225 |
|
|
|
|
|
|
|
1755 |
|
|
8 |
Grass Back |
12 |
30 |
360 |
|
360 |
|
9 |
Shrubs Back |
6 |
30 |
180 |
|
180 |
|
10
|
Grass Back |
12 |
30 |
360 |
|
360 |
|
11 |
Grass Back |
9 |
30 |
270 |
|
270 |
|
12 |
Bed Back |
9 |
30 |
270 |
|
270 |
|
13 |
Bed Back |
6 |
30 |
180 |
|
180 |
|
|
|
|
|
3375 |
|
1620 |
If this is a combined system, the irrigation
system and domestic water requirements must be calculated.
Always calculate the building, not just the
people currently using it. If this were a 4 bedroom house, the
next owner may have a family that needs them all. Such a home could
support five or six people so the system that supplies the building
should be capable of supplying that many people.
|
Use |
Gallons
Required |
# of
Occurrences |
Water Used
Worst Case |
|
Showers |
10 min@ 3.0 gpm= 30 |
6 |
180.00 |
|
Toilet AM |
1.6 gpf |
12 |
19.20 |
|
Makeup/shave AM |
2.0 |
6 |
12.00 |
|
Peak Demand Requirement 6:00 -
7:00AM |
211.20 |
|
Clothes
Washer |
36 |
2 |
72.00 |
|
Toilet PM |
1.6 gpf |
24 |
38.40 |
|
Indoor
Plant Watering |
4 |
1 |
4.00 |
|
PM Showers
2 Teens |
30 |
2 |
60.00 |
|
Cooking
Dinner |
5 |
1 |
5.00 |
|
Dishwasher |
15 |
1 |
15.00 |
|
PM Demand 5:00PM - Bedtime PM |
194.40 |
|
Softener
Backwash |
2:00 AM 1 |
120 |
120.00 |
|
Total Domestic Worst Day |
525.60 |
According to our irrigation layout
chart, the total irrigation need is 3,375
gallons and the total domestic use chart shows our need on the worst day is 525.60
gallons. If we want to run the entire irrigation system every other day, we would need 3375 + 525.6 =
3900.60 gallons on the days we irrigate. This allows nothing for
leaks like running toilets in the house, malfunctions in the
irrigation system, or car washing.
The next step is to calculate the
minimum well yield to support this demand. To do that divide the
total gallons required (3900) by the number of minutes in a day
(1440) and get 3900 ÷ 1440 = 2.71 gpm. Mathematically it looks like
a 3 gpm well could supply this need. In the real world cutting it
this close would certainly lead to disaster.
If the well in question was a 3-gpm
well what would happen if we split the irrigation system and ran
half every day? Split as shown in the table, day one would
require 1775 gallons and day two would require 1620 gallons. If
these figures are put together with our worst day domestic need,
water required for day 1 = 2280.60 and day 2 = 2145.60. The 3 gpm
well can produce 3-gpm x 1440 minutes = 4,320 gallons so this well
could support the proposed irrigation system and the maximum
capacity of the house, should it ever be needed.
Since many irrigation systems run in
the overnight hours it will be necessary to calculate the storage
required to permit all of the zones scheduled for the heaviest day
to run, the treatment equipment to backwash with enough water
remaining in storage to satisfy the morning peak demand needs of the
residents.
The following spreadsheet is based on
collecting 60 gallons three times per hour from a 3-gpm well (180
gallons per hour).

The results of the work sheet will
produce a graph like this one, showing how your layout impacts the
proposed storage arrangement.

You can
download this calculating
spreadsheet to try out your irrigation system with various timing
and storage arrangements. The values in the yellow shaded cells are
to be added by the user. You can rename your zones, change the GPM
used and increase, decrease or eliminate the rest periods between
zone starts.
Timing Is
Everything
This spreadsheet will
show that, when it comes to getting the most from low yield wells,
timing is everything. Let me demonstrate that to you now. You will
need to click on the blue underlined "download" located a few
sentences above and follow the instructions. Once you have the
spreadsheet on your computer you will see the graph on top with the
spreadsheet below.
Immediately below the graph note that you can input the well yield
in cell 25A, the number of collection cycles per hour (choose 1, 2,
or 3) in cell 26D, starting time for irrigation in 27D (in 24 hour
format i.e. 5:00 PM enters as 17:00), and storage tank size in cell
28D. When you change any of these the graph will automatically
change also.
Try it out with me now.
Change the collection cycles per hour to 1 and note that the graph
now shows that stored water levels dip to just over 100 gallons at
4:30 AM. Change collection cycles per hour to 2 and the graph shows
that storage is lowest at 4:20 AM but doesn't fall below 180
gallons. Change collection cycles to 3 and see that storage falls to
165 gallons at 4:30 AM. In each case the total number of gallons
collected was 180 gallons (well yield x 60 minutes) but with 1
collection we pumped 180 gallons once per hour, with 2, 90 gallons
twice per hour and with 3, 60 gallons three times per hour.
Depending on the storage arrangement, the number of pumpings per
hour can make the difference between running out of water and not!
If you want to start
your proposed irrigation earlier to see how that would affect
storage, change the start time in 27D (in 24 hour format 9:00 PM =
21:00), insert rows where necessary and copy formulas as needed. If
you feel you have irreparably altered the spreadsheet disgard it and
download another. If you need help call 800-211-8070 between 8:00 AM
and 5:00 PM EST, M-F.
All irrigation timers
are not the same so be sure you have one that will allow the
settings you are proposing in your zone timing layout.
In the Domestic Use Chart above, the water softener will start at
2:00 AM on some mornings so there must be enough water in storage to
allow for that. If this sequence starts at 10:00PM the softener will
backwash when the chart shows there is 510 gallons in storage. Still
by 6:00 AM storage is down to 165 gallons without the softener
backwash. If the softener uses 120 gallons in the 90 minutes
following 2:00 AM, then storage could get as low as 45 gallons. It
may pay to start the sequence a little earlier so each of the rest
periods can be extended or, if there is no one home in the late
morning or early afternoon, you could set the softener to backwash
then as the tanks will be full.
All of the water uses we
are discussing here are timed uses - we can schedule them to occur
when water is available. We know when water is available because a
Well Manager® is a time based collector. It is simply a matter of
doing the math and scheduling the events.
It appears that this irrigation system can be made to function
properly on a well with a 3-gpm yield with as little as 550 gallons
of storage - considerably less than storage required by standard
systems.
Planning for
Problems
This layout assumes that
all of the zones will shut off when they should and that the lawn
service won't hit any of the pop-up heads with a mower blade
converting them from 3 gpm to 20 gpm heads. Unfortunately this does
sometimes happen. If it does happen to this system the residents
could get up and discover that they have no water to shower.
Optional Stop Loss
Controls
In order to prevent this
we offer an item called a Stop Loss Control. This control requires
120-volt power supply that can be obtained from a Well Manager
control panel or any other source. The Stop Loss has a low water
float that is set at a water level below which there will be
insufficient water for morning domestic use. If the stored water
level drops to this point the Stop Loss will close the solenoid
valve installed on the branch that feeds the irrigation system. When
the water level rises to the Stop Loss upper float level (set by
user) the solenoid will open. In this way it will be impossible for
the irrigation system to interfere with the comfort of the
residents.
The Stop Loss Control
has a status light to let you know what is going on and a momentary
switch which allows the solenoid to be opened, when the low water
float is up, so that the system can be serviced without waiting for
the tank to refill.
In the example discussed
above there must be 211 gallons of usable water to cover AM domestic
peak demand. If this system were built with three 220-gallon tanks,
the Stop Loss would need to shut off irrigation when 211 ÷ 3 = 70.33
gallons of usable water remains in each tank. AND the irrigation
system must be designed and timed to finish so that there will be
adequate stored water when the morning peak demand time begins (in
this case 6:00 AM).
Running Toilets Can
Drain Storage
Running toilets waste
more water than any other plumbing fixture. When plumbing new
buildings supplied by low yield wells, it is a good idea to supply
all of the toilets with a single dedicated water line that
originates at the pump equipment area. With the water distribution
divided this way, it becomes possible to use a Stop Loss Control to
shut off all of the toilets if stored water gets too low. This way
resident will not come home from work to find that they have no
water because a toilet was running.
Remember, it is
important that Well Manager control timing is set up to take no more
water than the well yields. If you set it up to harvest too much
water, a running toilet may empty the tank and the well. With the
timer correctly set up the well cannot be pumped down.
Reverse Engineering
In cases where the well
is not yet drilled, it often pays to reverse engineer the system.
Design the system, and calculate the well yield required to operate
it without storage. Then try it out with various storage
configurations, well yields and budget numbers. Once you have
determined what size pumps are required to re-pressurize and deliver
the water the only changes required from one well yield to another
will be in the amount of storage required and some fittings, pipe
and valves. Armed with this information it becomes easier to decide
when to stop drilling.
If you need help
with system sizing for your irrigation plan, call 800-211-8070
|