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GREAT NECK WATER POLLUTION CONTROL DISTRICT NASSAU COUNTY, NEW YORK MICROTURBINE INSTALLATION FEASIBILITY STUDY

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GREAT NECK WATER POLLUTION CONTROL DISTRICT NASSAU COUNTY, NEW YORK MICROTURBINE INSTALLATION FEASIBILITY STUDY ( great-neck-water-pollution-control-district-nassau-county-ne )

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Table of Figures Figure 1: scCO2-circulated EGS combined with IGCC system.......................................... 2 Figure 2: Tectonic Map of the Rio Grande Rift Basin in New Mexico (Kelly 1977) ........ 5 Figure 3:Generalized Structural Framework ...................................................................... 6 Figure 4: Stratigraphic Column (Molenaar, 1988) ............................................................. 7 Figure 5: Generalized geologic map of Albuquerque basin showing deep drill holes and seismic lines (Johnson et al, 2001). .................................................................................. 10 Figure 6: Geologic and seismic sections illustrating the structural configuration of the southern portion of the North Albuquerque basin (Russel and Snelson, 1994)................ 11 Figure 7: Fault traces near the selected site (Granuch and Hudson, 2007)....................... 12 Figure 8: Isopach map of the total present day thickness of Tertiary rocks in the Albuquerque Basin using subsurface drill-hole data (Johnson et al. 2001)...................... 15 Figure 9: Moment Magnitude ........................................................................................... 19 Figure 10: Effects of hydraulic, thermal and chemical behaviors on annual event rate. . 20 Figure 11: Schematic of a conceptual two-well Enhanced Geothermal System in hot rock in a low-permeability crystalline basement formation (Duchane et al., 1995) ................. 22 Figure 12:Model grid geometry (side view) ..................................................................... 28 Figure 13:Model results at 2018-03-01............................................................................. 29 Figure 14: Model results at 2024-09-01............................................................................ 30 Figure 15: Model results at 2039-12-01............................................................................ 31 Figure 16: Model results at 2044-05-01............................................................................ 32 Figure 17: Comparison of CMG and SRM model results and the SRM model. .............. 34 Figure 18: Five spot, and vertically and horizontally stacked reservoir configurations. .. 35 Figure 19: Congruence of spherical reservoir (SRM) and parallel fracture (PFM) models to represent deep EGS reservoirs...................................................................................... 36 Figure 20: Thermal drawdown (TD) with time for sCO2 circulation at rates of 100 and 1000 kg/s for fracture spacing within the reservoir of 10m and 100m. Reservoir is 0.125 km3. .................................................................................................................................. 37 Figure 21: Scaled rates of drawdown for recovery at 1000 and 100 kg/s for the prototypical reservoirs considered here and for prior demonstration projects at Fenton Hill (USA) and at Rosemanowes (UK) (Elsworth, 1990). ............................................... 38 Figure 22: Phase Diagram for Pure Water (Mogk 2011)................................................. 41 Figure 23: Phase Diagram for CO2 .................................................................................. 42 Figure 24: Binary Heat Exchanger Raster Technologies (2011) .................................. 42 Figure 25 (a) & (b): Wall Thickness Effect on Heat Flow ............................................... 43 Figure 26: Double Flash Power Plant (Dagan 2007) ........................................................ 45 Figure 27: Supercritical Carbon Dioxide Power Plant ..................................................... 46 Figure 28: T-s and P-v Diagrams of an Ideal Brayton(Cengel 2010)............................... 52 x

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