Salter et al. (1984). study of cavity design for air Dolomite rock layers in the project under the name "The project" in the State, CAES Soyland, United States by countries that noi conjugation energy, in the form of air under pressure into electrical current, constant voltage method is used by all the rock cavity with a capacity of 245,000 cubic meters and it is located at 580 metres depth Mckey et al. (1989). the study and design of energy storage in rock layers for cavity Granitic Gneiss, under the project name "The Bad Creek Project" the size of the cavity width is 132 meters long and 23 meters high and 50 meters is approximately 1,518,000 all ball capacity.Sa m. This project produces 1000 MW, which is appropriate in both economics and safety in construction, Wittke et al. (1978). study and analysis by computer models to design a hole in the floor cavity are at Vianden mudstone at 500 meters depth of luxury.As per cavity cylindrical oval Diameter 5.5 m and length 5 km horizontally and posing with the creation of the reservoir above the cavity to cavity pressure in air, used to power generation and help support the hole. The air in the cavity volume equivalent to 100,000 cubic meters. This cavity will use electric flow diversion system of constant pressure at pressure of 50 bar, this project has a capacity of up to 300 MW in DeLong et al 4-hour intervals (1989) feasibility study of the project in the form of compressed air energy storage area on the West side of the United States. By considering appropriate relational source rocks and geological characteristics of electrical energy requirements in parallel to city, State, country, Ohio United States. Norton construction is limestone floor in the tunnel, which Burrows's capacity of about 10 million cubic meters. By relying on water stored in the basin above the air pressure cavity released stored power generation (Crotogino, 2001).
การแปล กรุณารอสักครู่..
![](//thimg.ilovetranslation.com/pic/loading_3.gif?v=b9814dd30c1d7c59_8619)