System information

22
Geothermal Applications
Carrier: Turn to the Experts.
Closed Loop Design/Installation Guidelines
Closed Loop Basics
Closed Loop Earth Coupled Heat Pump systems are commonly
installed in one of three con gurations: horizontal, vertical and pond
loop. Each con guration provides the bene t of using the moderate
temperatures of the earth as a heat source/heat sink. Piping
con gurations can be either series or parallel.
Series piping con gurations typically use 1-1/4 inch, 1-1/2 inch or 2
inch pipe. Parallel piping con gurations typically use 3/4 inch or 1 inch
pipe for loops and 1-1/4 inch, 1-1/2 inch or 2 inch pipe for headers
and service lines. Parallel con gurations require headers to be either
“closed-coupled” short headers or reverse return design.
Select the installation con guration which provides you and your
customer the most cost effective method of installation after
considering all application constraints.
Loop design takes into account two basic factors. The rst is an
accurately engineered system to function properly with low pumping
requirements (low Watts) and adequate heat transfer to handle
the load of the structure. The second is to design a loop with the
lowest installed cost while still maintaining a high level of quality.
These factors have been taken into account in all of the loop designs
presented in this manual.
In general terms, all loop lengths have been sized by the
GeoDesigner loop sizing software so that every loop has
approximately the same operating costs. In other words, at the
end of the year the homeowner would have paid approximately
the same amount of money for heating, cooling, and hot water no
matter which loop type was installed. This leaves the installed cost
of the loop as the main factor for determining the system payback.
Therefore, the “best” loop is the most economical system possible
given the installation requirements.
Pipe Fusion Methods
Two basic types of pipe joining methods are available for earth
coupled applications. Polyethylene pipe can be socket fused or butt
fused. In both processes the pipe is actually melted together to form
a joint that is even stronger than the original pipe. Although when
either procedure is performed properly the joint will be stronger
than the pipe wall, socket fusion in the joining of 2” pipe or less is
preferred because of the following:
Allowable tolerance of mating the pipe is much greater in socket
fusion. According to general fusion guidelines, a 3/4” SDR11 butt
fusion joint alignment can be off no more than 10% of the wall
thickness (0.01 in. [2.54mm]). One hundredth of an inch [2-1/2
mm] accuracy while fusing in a dif cult position can be almost
impossible to attain in the eld.
The actual socket fusion joint is 3 to 4 times the cross sectional
area of its butt fusion counterpart in sizes under 2” and therefore
tends to be more forgiving of operator skill.
Joints are frequently required in dif cult trench connections
and the smaller socket fusion iron is more mobile. Operators
will have less of a tendency to cut corners during the fusion
procedure, which may happen during the facing and alignment
procedure of butt fusion.
In general socket fusion loses these advantages in fusion joints
larger than 2” and of course socket ttings become very expensive
and time consuming in these larger sizes. Therefore, butt fusion is
generally used in sizes larger than 2”. In either joining method proper
technique is essential for long lasting joints. All pipe and ttings in the
residential price list are IGSHPA (International Ground Source Heat
Pump Association) approved. All fusion joints must be performed by
certi ed fusion technicians. Table 2 illustrates the proper fusion times
for Geothermal PE 3408 ASTM Pipe.
Parallel vs. Series Con gurations
Initially, loops were all designed using series style ow due to the lack of
fusion ttings needed in parallel systems. This resulted in large diameter
pipe (>1-1/4”) being used to reduce pumping requirements due to the
increased pressure drop of the pipe. Since fusion ttings have become
available, parallel ow using (3/4” IPS) for loops 2 ton [7 kW] and
above has become the standard for a number of reasons.
Cost of Pipe - The larger diameter (>1-1/4”) pipe is twice the
cost of the smaller (3/4” IPS) pipe. However, the heat transfer
capability due to the reduced surface area of the smaller pipe
is only decreased by approximately 10-20%. In loop designs
using the smaller pipe, the pipe length is simply increased to
compensate for the small heat transfer reduction, although it still
results in around 50% savings in pipe costs over the larger pipe in
series. In some areas vertical bores using 1-1/4” pipe can be more
cost effective, where drilling costs are high.
Pumping power - Parallel systems generally can have much lower
pressure drop and thus smaller pumps due to the multiple ow
paths of smaller pipes in parallel.
Installation ease - The smaller pipe is easier to handle during
installation than the larger diameter pipe. The ‘memory’ of the pipe
can be especially cumbersome when installing in cold conditions.
Smaller pipe takes less time to fuse and is easier to cut, bend, etc.
Table 2: Fusion Times for Polyethylene 3408
ASTM Pipe
Pipe Size
Socket
Fusion
Time (Sec)
Butt Fusion
Holding
Time
Curing
Time
Time
(sec.)
Bead,
in [mm]
3/4” IPS 8 - 10 8 1/16 [1.6] 60 Sec 20 min
1” IPS 10 - 14 12 1/16 [1.6] 60 Sec 20 min
1-1/4” IPS 12 - 15 15
1/16 - 1/8
[1.6 - 3.2]
60 Sec 20 min
1-1/2” IPS 15 - 18 15
1/16 - 1/8
[1.6 - 3.2]
60 Sec 20 min
2” IPS 18 - 22 18 1/8 [3.2] 60 Sec 20 min
Always use a timing device
Closed Loop Design/Installation Guidelines