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Supercritical Carbon Dioxide Circulated EGS Combined with IGCC in New Mexico carbon emissions and manage pollution control. It is both a realistic and effective method of harnessing local resources for the highest potential while reducing the environmental repercussions to record lows. 7.0 Infrastructure 7.1 EGS Infrastructure: The EGS infrastructure is categorized as (i) Temporary Infrastructure and (ii) Permanent Infrastructure. Temporary infrastructure includes camps at well drilling sites, maintenance shop and emergency facility. Permanent infrastructure will be (a) 9 injection wells and 16 production wells of 3 km depth (b) double flash binary system for 125 MW of power generation. (c) Cooling tower for purification and reuse of CO2. (d) Administrative building for regulating all activities, fire control building, living quarters for employees and maintenance building. 7.2 IGCC Infrastructure: The IGCC power plant requires an infrastructure of multiple buildings and auxiliary systems to conduct daily operations. Buildings are needed to hold the IGCC reactors and power generators as well as an onsite machine shop, warehouses and waste & water treatment facilities. In addition, an industrial scale water cooling system and pump house will be mandatory for the management of the plant‘s water supplies. The auxiliary systems required consist of heating, ventilation, air conditioning, lighting and telecommunications systems for areas with personnel. 7.3 Support Facilities: It is estimated that the IGCC will require 4.2 million gallons of water circulating through the system per day for coal conversion. Although the majority of water is recovered a proportion of the water will be lost. Assuming a 10% loss the plant will require approximately 420,000 gallons per day of make-up water. If a suitable water source cannot deliver the required water volume at a constant flow rate then onsite water storage will have to be created. For this project it is proposed that the water source will be grey water which will not flow at a constant flow rate therefore holding tanks will be necessary. To ensure continuity of operations in the event of flow interruptions one day worth of water will be stored on site. The hauling of coal by road or by rail will be decided by the site location and the proximity of railway lines or roads. It will be necessary to build a railway line from the nearest point which lies approximately 8 miles away Penn State University | 7.0 Infrastructure 102PDF Image | GREAT NECK WATER POLLUTION CONTROL DISTRICT NASSAU COUNTY, NEW YORK MICROTURBINE INSTALLATION FEASIBILITY STUDY
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