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remedied was connectivity between the data acquisition system and the computer. It was found that every two to two and a half days the computer would need to be rebooted. Assuming this was due to connectivity the data acquisition hardware was hardwired to the computer via Ethernet cable, towards the beginning of September, 2011. This did not rectify the problem. Although some data were collected, additional modifications were still required. The data were being acquired every second and stored once per minute. However, all of the data were being plotted, forcing the computer to store all of the data on its RAM. When the RAM was filled, the computer would simply crash, requiring a reboot. Once the computer was rebooted, it would run until the RAM was again filled. These plots were eliminated and replaced by a display of the current measurement only. After this change was made in the software information was collected for 4 days before the apparatus was moved back to EGI, where data were collected for another 10 days. Once all of these tests were complete, the solar station was deployed again this time to the Newcastle geothermal site. 4.3 Solar Resource in Newcastle, UT For a hybrid solar geothermal location, in addition to evaluating the geothermal resource, the solar resource must be evaluated. This quantifies the available solar energy for the power cycle and allows the solar field to be sized. The Direct Normal Irradiance increases very quickly at the beginning of the day so the solar field will be sized and designed with an irradiance level 750 W/m2. The solar capacity will be calculated as the amount of time the irradiance levels are above the design irradiance level. From the solar measurements it is possible to simply calculate the time, over an entire year, where the 48PDF Image | WORKING FLUID SELECTION FOR AN INCREASED EFFICIENCY HYBRIDIZED GEOTHERMAL-SOLAR THERMAL POWER PLANT IN NEWCASTLE, UTAH
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