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Characteristics of low-temperature energy sources for heat pumps   69























           Fig. 2.16 Schematic diagram of a vertical soil heat exchanger in a heat pump: 1, heat pump
           compressor; 2, heat pump evaporator; 3, heat pump condenser; 4, heating system; 5, circulating
           pump; 6, heating system pump; 7, vertical soil heat exchanger.


           2.5.2  Vertical in-ground heat exchangers
           Fig. 2.16 illustrates a vertical soil heat exchanger. This heat exchanger represents a U-
           tube polyethylene heat exchanger inserted into a well. The pipeline is connected with
           the heat pump evaporator via a closed common loop in which a water glycol solution
           circulates by means of a pump 5.
              A general vertical soil heat exchanger length L v can be estimated by the equation:

                      3
                    10 Q HP 4   1

               L v ¼                                                       (2.6)
                      q w    4
           where q w is a specific heat flow for a 1 m well, W/m; Q HP is the heat pump capacity,
           kW; 4 is the COP of the heat pump. The reader will notice that this equation is
           identical in form to Eq. (2.3), except that they are applied to different geometries: Eq.
           (2.3) to a horizontal pipe and Eq. (2.6) to a vertical pipe.
              To determine q w by analytical methods is very difficult because of unsteady heat
           transfer in inhomogeneous soils that depends on many site-specific parameters. In
           such a case, for preliminary calculations the value q w ¼ 50 W/m is assumed, but it
           should be determined more precisely. Reference [5] gives an approximate equation
           based on analyses of actual data:


                                 w c
               q w ¼ Kð1:4l   0:5Þ  þ 1 ðt s   t c Þ;                      (2.7)
                                 w w
           where all symbols are the same as in Eq. (2.4), and K takes the value K ¼ 1 if one U-
           tube pipe is inserted into the well and K ¼ 1.28 if there are two pipes. Equation (2.6) is
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