
Why
can’t I use just any pump for my pond? © 2001 By
David A. Dec
Pump head or total dynamic head
is the most misunderstood topic among pond owners. Most pond owners think their
pump head is between 5 and 7 feet. They are shocked when they find out that it
is actually between 20 and 40 feet. Matching a pump to the pump head is vital,
but seldom done.
If you buy a pump that is way
too small it may only move a trickle of water, or possibly none at all. One that
is a bit larger can still be too small to give good aeration, filtration and
surface skimming. Overloading a pump that is too small can result in a shorter
pump life, and more repairs. Often people who buy too small a pump will buy 1 or
more of the same pump, so they wind up running several pumps with higher
operating costs than 1 properly sized pump.
On the other hand, choosing a
pump that is too large will not only waste a lot of money to run it, but can
actually result in damage to the plumbing and equipment.
In order to pick out the correct
pump there are 5 steps you need to go through:
- Determine the volume of your pond;
- Determine the flow you want based on
the pond’s volume;
- Determine the correct pipe size to
move the flow you want;
- Determine the water pressure needed
to move the desired flow rate through your system;
- Determine the proper pump that will
give you the desired flow rate at the required pressure.
I. Determining the volume of your pond
The first thing you need to do
is determine the volume of you pond. If you have not done that yet it is the
length (ft) x width (ft) x depth (ft) x 7.48 gallons / cubic foot = U.S.
Gallons.

If your pond has a very
irregular shape you may want to back-calculate its volume by measuring changes
in the salinity when you add salt. There are some very good salinity test kits
that are extremely accurate.
The procedure is to:
-
First measure the salinity
of your pond.
-
Then add an amount of salt
(Morton's Purex) that you think will raise the salinity by 0.1%. For
instance, 1,000 gallons weighs 8,330 pounds, and 0.1% salt would be 8.3
pounds (1 gallon of water weighs 8.33 lbs). Make sure
you do not add any new water until this test is over .
-
Measure the salinity level
again after allowing 24 hours of water circulation to even out the salt
concentration.
-
Subtract the original lower
number from the newer higher salinity number.
-
Take the increased %
salinity and use the following equation:
-
Divide the number of
pounds of pure salt you added by the % salinity change times 8.33 to get
the gallons of your pond.
-
For example, if you
added 66 pounds of salt to get a 0.1% salinity change:
66 / (.001 x 8.33) =
7,923 gallons
II. Determining the flow you want
If you have a pond that is under
a few thousand gallons you may want to turn it over 2 to 3 times per hours. This
is similar to large marine aquarium owners who have learned to turn over their
aquariums' water a minimum of 3 times per hour. If
it is a larger pond you may want to turn it over only once every 2 hours.
Peter Waddington, in his book
“Koi Kichi”, says the real volume of water a fish lives in is determined by
multiplying the pump's flow per hour times 24 hours per day. For instance, 3,333
gallons/hour yields a "real volume" of 80,000 gallons that the Koi
actually live in, regardless of the actual size of the pond. This says that the
water pump’s output is
more important than the size of the pond. So people with smaller
ponds will want to turn them over more often than those with larger ponds.
So let’s say you have a
5,000-gallon pond, and you want to turn it over every 1-½ hours. We simply
divide the size of your pond by the number of hours you want for a complete
turnover to get your flow rate. So for our example the flow needs to be 5,000 /
1.5 = 3,333 gallons per hour (GPH) or 3,333 / 60 = 55.5 gallons per minute
(GPM).
The flow rate is very important
and determines the size of you piping and pump.
III. Determining the correct pipe size for your
pond
The Plastic Pipe and Fittings
Association (PPFA) says PVC pipe should be designed for a maximum flow-rate
velocity of 5 to 8 feet per second (fps) through the pipe. They say 8 fps is ok
for pipe sizes less than 1” in diameter, but it should be less than 5 fps for
pipe sizes of 1 ¼ “ or larger. Higher velocities can actually cause pipe
failure and rupture, as well as astronomically large resistance to water flow,
which necessitates higher horsepower requirements, and higher operating costs.
How do you determine the
velocity of the flow rate in feet per second? The equation is:
Velocity in fps =
.4085 x GPM / d2
Where GPM = gallons per minute, and d =
inside diameter of the pipe in inches.
The following table shows the
results of these fps calculations for various pipe diameters (d) and flow rates
in GPH and GPM:
Table One
|
|
GPH
|
600
|
1,800
|
3,000
|
3,600
|
4,800
|
6,000
|
9,000
|
12,000
|
|
|
GPM
|
10
|
30
|
50
|
60
|
80
|
100
|
150
|
200
|
|
d
nom.”
|
d
act.“
|
|
Velocity
|
through
|
pipe
in
|
feet
per
|
second
|
|
|
|
½
“
|
0.608
|
11.05
|
33.15
|
55.25
|
66.30
|
88.40
|
110.51
|
165.76
|
221.01
|
|
¾
“
|
0.810
|
6.23
|
18.68
|
31.13
|
37.36
|
49.81
|
62.26
|
93.39
|
124.52
|
|
1.00
|
1.033
|
3.83
|
11.48
|
19.14
|
22.97
|
30.63
|
38.28
|
57.42
|
76.56
|
|
1.25
|
1.364
|
2.20
|
6.59
|
10.98
|
13.17
|
17.57
|
21.96
|
32.93
|
43.91
|
|
1.50
|
1.592
|
1.61
|
4.84
|
8.06
|
9.67
|
12.89
|
16.12
|
24.18
|
32.24
|
|
2.00
|
2.049
|
0.97
|
2.92
|
4.86
|
5.84
|
7.78
|
9.73
|
14.59
|
19.46
|
|
2.50
|
2.445
|
0.68
|
2.05
|
3.42
|
4.10
|
5.47
|
6.83
|
10.25
|
13.67
|
|
3.00
|
3.042
|
0.44
|
1.32
|
2.21
|
2.65
|
3.53
|
4.41
|
6.62
|
8.83
|
|
4.00
|
3.998
|
0.26
|
0.77
|
1.28
|
1.53
|
2.04
|
2.56
|
3.83
|
5.11
|
|
5.00
|
5.017
|
0.16
|
0.49
|
0.81
|
0.97
|
1.30
|
1.62
|
2.43
|
3.25
|
|
6.00
|
6.031
|
0.11
|
0.34
|
0.56
|
0.67
|
0.90
|
1.12
|
1.68
|
2.25
|
So we need to pick a velocity
that is less than 5 fps from the above table. So looking at the above table for
our example, we want to look down the 3,600 GPH column (since we want a flow of
3,333) until we find an fps that is less than 5. When we do that we see 4.10 fps
corresponds to a 2-½ “ pipe.
One 2” pipe would be pushing
the envelope, but we could use 2-2” pipes; like one 2” pipe from the bottom
drain, and another 2” pipe from the skimmer. Both pipes could terminate in the
ends of a Tee fitting, with valves for each, with the center branch feeding the
pump. By the way, 2-2” pipes have about the same area as 1-3” pipe.
IV. Determining the water pressure needed from
the Total Dynamic Head (TDH), or
the sum of all the sources of pump head Ph, for your design
Head is best defined as
“resistance to flow”. A higher head means you need more pressure to overcome
it. The term “head” is further modified by whether the
resistance is encountered on the suction side of the pump (suction head (HS)
from the pond to the pump) or the discharge side (discharge head (HD)
from the pump to the pond); whether it is caused by the standing height of the
water (static head hsh = height of the waterfall or fountain above
the water’s surface) or by the movement of water through the system (dynamic
head = hd); whether the resistance is caused by simple friction due
to fittings and pipe sizing (friction head = hf ) or by the equipment
resistance (he).
TDH = HS
+ HD = (hsh + hd + hf + he)S
+ (hsh + hd + hf + he)D
In order to determine the total
dynamic head (TDH) we need to consider all of these sources:
- When water flows through pipe there is a pipe friction
or resistance at the inside surface of the pipe that needs to be overcome.
That friction is a function of the diameter and length of the pipe.
- When water flows through fittings like elbows,
Tee’s, valves, check valves, etc. there is turbulence that also causes
resistance to water flow. This resistance is a function of the total number
of each type of fitting, and is expressed in feet, as an equivalent length
of pipe, not as pump head.
- When water flows through a leaf-basket / strainer,
skimmer, drain, etc., there is more resistance to flow, depending on the
open area of that component, as well as how plugged up the holes are with
algae, leaves, etc.
- When water flows through a filter, the resistance to
the flow depends on the valve, filter media, size of the filter, the internal
plumbing, the flow rate, how dirty it is, etc.
- When water flows through an Ultra Violet sterilizer
the center UV tube increases the resistance of that section of pipe to water
flow.
- A heater also will increase resistance to water flow
as it squeezes the flow down into a smaller 1” tube, and makes a “U”
turn in the heat exchanger, and adds more pipe length and fittings to the
design.
- Another source of TDH or Ph is the static lift in the
pond design. An example of this is the height of a fountain, statue, or
waterfall above the surface of the pond water.
This TDH or Ph is the most
difficult calculation for everyone, because it is very complicated. Here is a
table of the resistance in feet of pump head for every 10-foot length of pipe as
a function of water flow:
Table Two
|
|
GPH
|
600
|
1,800
|
3,000
|
3,600
|
4,800
|
6,000
|
9,000
|
12,000
|
|
|
GPM
|
10
|
30
|
50
|
60
|
80
|
100
|
150
|
200
|
|
d
nom”
|
d
act”
|
|
Pump
|
head
in
|
feet
per
|
10
ft of
|
pipe
|
|
|
|
½
“
|
0.608
|
7.80
|
59.66
|
153.65
|
215.37
|
366.92
|
554.69
|
1175.35
|
2002.42
|
|
¾
“
|
0.810
|
1.93
|
14.77
|
38.05
|
53.34
|
90.87
|
137.37
|
291.08
|
495.91
|
|
1.00
|
1.033
|
0.59
|
4.53
|
11.66
|
16.34
|
27.83
|
42.08
|
89.15
|
151.89
|
|
1.25
|
1.364
|
0.15
|
1.17
|
3.01
|
4.22
|
7.20
|
10.88
|
23.06
|
39.28
|
|
1.50
|
1.592
|
0.07
|
0.55
|
1.42
|
1.99
|
3.39
|
5.13
|
10.87
|
18.52
|
|
2.00
|
2.049
|
0.02
|
0.16
|
0.42
|
0.58
|
0.99
|
1.50
|
3.18
|
5.42
|
|
2.50
|
2.445
|
0.01
|
0.07
|
0.18
|
0.25
|
0.42
|
0.64
|
1.35
|
2.30
|
|
3.00
|
3.042
|
0.00
|
0.02
|
0.06
|
0.09
|
0.15
|
0.22
|
0.47
|
0.79
|
|
4.00
|
3.998
|
0.00
|
0.01
|
0.02
|
0.02
|
0.04
|
0.06
|
0.12
|
0.21
|
|
5.00
|
5.017
|
0.00
|
0.00
|
0.01
|
0.01
|
0.01
|
0.02
|
0.04
|
0.07
|
|
6.00
|
6.031
|
0.00
| |