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Why
can’t I use just any pump for my pond? © 2001
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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.
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:
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:
|
|
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 |
0.00 |