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Figure 9. Concrete axial surface temperature profile in dual-pipe model. Figure 10 shows the same charging pipe concrete surface results but focused on a single cycle as opposed to the entire simulated time. Figure 10. Concrete surface temperatures on the charging pipe side, charging, then discharging cycle. Figure 11 shows the cross-sectional temperature profile during a cycle. Again, there is no temperature cross as the thermal gradient is always oriented in the same direction from charging side to discharging side. Combining the results of Figure 9, Figure 10, and Figure 11 indicates that a dual-pipe concrete system would likely operate under much more consistent conditions than a single-pipe configuration. 9PDF Image | Thermal Energy Storage Model Development
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