دانلود مقاله ISI انگلیسی شماره 57919
ترجمه فارسی عنوان مقاله

چشم انداز بهره برداری از انرژی زمین گرمایی (سنگ های گرم و خشک) در تبت چین و تحقیق تجربی از گرانیت سنگ مرمر تحت درجه حرارت بالا و فشار بالا

عنوان انگلیسی
Prospect of HDR geothermal energy exploitation in Yangbajing, Tibet, China, and experimental investigation of granite under high temperature and high pressure
کد مقاله سال انتشار تعداد صفحات مقاله انگلیسی
57919 2011 10 صفحه PDF
منبع

Publisher : Elsevier - Science Direct (الزویر - ساینس دایرکت)

Journal : Journal of Rock Mechanics and Geotechnical Engineering, Volume 3, Issue 3, 25 September 2011, Pages 260–269

ترجمه کلمات کلیدی
سنگ های گرم و خشک (HDR)؛ بهره برداری انرژی زمین گرمایی؛ درجه حرارت بالا و فشار بالا - ثبات گمانه
کلمات کلیدی انگلیسی
hot dry rock (HDR); geothermal energy exploitation; high temperature and high pressure; cutting fragmentation; borehole stability
پیش نمایش مقاله
پیش نمایش مقاله  چشم انداز بهره برداری از انرژی زمین گرمایی (سنگ های گرم و خشک) در تبت چین و تحقیق تجربی از گرانیت سنگ مرمر تحت درجه حرارت بالا و فشار بالا

چکیده انگلیسی

Hot dry rock (HDR) geothermal energy, almost inexhaustible green energy, was first put forward in the 1970s. The development and testing of HDR geothermal energy are well reported in USA, Japan, UK, France and other countries or regions. In this paper, the geological characters of Yangbajing basin were first analyzed, including the continental dynamic environments to form HDR geothermal fields in Tibet, the tectonic characteristics of south slope of Nyainqêntanglha and Dangxiong-Yangbajing basin, and the in-situ stresses based on the investigations conducted, and then the site-specific mining scheme of HDR geothermal resources was proposed. For the potential development of HDR geothermal energy, a series of experiments were conducted on large-scale granite samples, 200 mm in diameter and 400 mm in length, at high temperature and high triaxial pressure for cutting fragmentation and borehole stability. For the borehole stability test, a hole of 40 mm in diameter and 400 mm in length was aforehand drilled in the prepared intact granite sample. The results indicate that the cutting velocity obviously increases with temperature when bit pressure is over a certain value, while the unit rock-breaking energy consumption decreases and the rock-breaking efficiency increases with temperature at the triaxial pressure of 100 MPa. The critical temperature and pressure that can result in intensive damage to granite are 400–500 °C and 100–125 MPa, respectively.