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Supercritical Carbon Dioxide Circulated EGS Combined with IGCC in New Mexico Height of oil pad (mm) where: ΔSG=difference in specific gravity between the two liquids [D] μ = viscosity of the continuous phase [Pa s] Maximum separator diameter (mm), where: βw = fractional height of water βl = fractional height of liquid 3.6 To determine the appropriate size of separator for the reservoir the flow rate of both scCO2 and water were varied uniformly across conditions that mirrored middle and late times as described above. From this analysis it was determined that the droplet size of the scCO2 in water is directly proportional to the size of the separator that is required. From this analysis the result is an optimized separator sized on a produced fluid that is 90% scCO2and 10% water at a total flow rate of 1000kg/s and a droplet size of 500 microns result in a maximum diameter of 223,000 meters. Any horizontal gravity separator smaller than this diameter can efficiently separate the two fluids at the residence times of 3 minutes for scCO2and 10 minutes for water. The separator dimensions were sized to match the 1000kg/s flow rate of fluids plus a safety factor to account for potential increases of flow rates over the lifetime of the reservoir. To match the prevailing volume required to contain the 3 minutes and 10 minutes worth of fluid production a container of approximately 700 m3. The dimensions of the separator will be 4 meters in radius and 20 meters in length on the inside. For a sensitivity analysis the container volume was varied by +/- 300 m3. The gravity separator that is presented here has to be operated at considerable pressure and elevated temperatures. This will directly affect the wall thickness and the overall weight of the separator. There are two components of any tank. The first is the cylindrical tanks and the second is the head of the tank. For this project the head of the tank is a 2:1 ellipsoidal head. The 3.7 Penn State University | 3.7 Geothermal Energy Conversion Systems 48PDF Image | GREAT NECK WATER POLLUTION CONTROL DISTRICT NASSAU COUNTY, NEW YORK MICROTURBINE INSTALLATION FEASIBILITY STUDY
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