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Geothermal energy in combined heat and power systems              247

              involved, the amount of exergy exchanged is likewise very low. From Table 6.3,it may be
              seen that about 32 kW of heat exergy is released by the distributed hot water altogether. If
              the hot water tank raises the domestic water temperature from, say, 25 Cto60 C, it would


              gain about 13 kW and the transfer would be about 52% efficient, ignoring any other uses
              outside the building.

           6.6   Case studies


           There is widespread use of geothermal CHP systems across the world [9]; only two
           plants have been selected for discussion. The next two sections present case studies
           based on the experiences of the author of this chapter (RDP). The first one is a
           medium-size geothermal flash-steam plant that supplied separated brine to a hot water
           heating plant for distribution to a municipality, and the other is a small binary plant
           combined with a heating system for a college campus. The case studies draw upon
           the author’s earlier works on these two systems [10,11].

           6.6.1  Kakkonda-Shizukuishi, Honshu, Japan

           The Kakkonda-Shizukuishi CHP facility was built in the late 1980s and at its peak
           generated 50 MW of electrical power and supplied 1050 t/h (292 kg/s) of hot water
           to industrial, commercial and residential end users. It was the largest project of its
           type in Japan at the time. Kakkonda Unit 1 began operating as a stand-alone,
           single-flash power plant in 1978. The plant is a fairly standard design with five produc-
           tion and reinjection well pads, with a set of three cyclone separators at Pad B, just
           below the power station. Steam was sent from the well pads to pad B and on to the
           power house via a network of pipes; the separated brine was reinjected back to the
           reservoir via wells on the pads. The available surface area for construction is limited
           owing to the rugged mountainous terrain on both sides of the Kakkonda River that
           flows past the plant site. This necessitated directional drilling from a few well pads,
           situated relatively close to the river, to minimize interference among production and
           injection wells.
              Figure 6.20 shows the power house and well pad B, one of the closest to the plant.
           After several years of successful operation, it was decided to add a hot water produc-
           tion facility (HWPF) to complement the electrical power by capturing some of the en-
           ergy from the separated brine that had been completely reinjected. The town of
           Shizukuishi, whose center lies some 17 km southeast of the power plant, would be
           the beneficiary of the heat. Given the rugged terrain at the plant site, the HWPF was
           sited about 1.5 km away from the power station in the direction of Shizukuishi; see
           map Fig. 6.21.
              Owing to difficult topography between the power plant and the town, the hot water
           pipeline passes over bridges and through tunnels constructed for this purpose;
           Fig. 6.22 shows the path in schematic form. Figure 6.23 shows the distribution pipe-
           lines within Shizukuishi town. The pipelines take advantage of gravity as the town lies
           about 420 m lower than the HWPF.
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