Posted By TRI-L on 06/16/2008 11:52 AM
Somewhere I got 600' of pond loop per ton.
Climate Master recommends 300 of PE pipe per ton.
You don't have to reinvent the wheel here, there are plenty of pond loop systems out there working with PE pipe.
I bet that 50 ' of copper will cost more than 300' of PE pipe.
Resident time in a big tank is kind of meaningless since most of the water in the tank will not be close to the edge of the tank.
Below is from the Climate Master Manual:
Pond/Lake Applications
Pond loops are one of the most cost effective applications
of geothermal systems. Typically 1 coil of 300 ft of PE pipe
per ton [26 meters per kW -- one 92 meter coil per 3.5 kW
of capacity] is sunk in a pond and headered back to the
structure. Minimum pond sizing is 1/2 acre [0.2 hectares]
and minimum 8 to 10 feet [2.4 to 3 meters] deep for an
average residential home. Actual area can be 1500-3000
sq. ft. per ton [39.6 to 79.2 sq. meters per kW] of cooling.
In the north, an ice cover is required during the heating
season to allow the pond to reach an average 39°F [3.9°C]
just below the ice cap. Winter aeration or excessive wave
action can lower the pond temperature preventing ice caps
from forming and freezing, adversely affecting operation
of the geothermal loop. Direct use of pond, lake, or river
water is discouraged because of the potential problems
of heat exchanger fouling and pump suction lift. Heat
exchanger may be constructed of either multiple 300 ft.
[92 meter] coils of pipe or slinky style loops as shown
in Figure 18. In northern applications the slinky or matt
style is recommended due to its superior performance in
heating. Due to pipe and antifreeze buoyancy, pond heat
exchangers will need weight added to the piping to prevent
fl oating. 300 foot [92 meter] coils require two 4” x 8” x 16”
[102 x 203 x 406 mm] blocks (19 lbs. [8.6 kg] each) or 8-10
bricks (4.5 lbs [2.1 kg] each) and every 20 ft [6 meters]
of 1-1/4” supply/return piping requires 1 three-hole block.
Pond Coils should be supported off of the bottom by the
concrete blocks. The supply/return trenching should begin
at the structure and work toward the pond. Near the pond
the trench should be halted and back fi lled most of the way.
A new trench should be started from the pond back toward
the partially backfi lled fi rst trench to prevent pond from
flooding back to the structure.