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171.
青藏铁路抛石路基的温度特性研究 总被引:12,自引:8,他引:12
铁路道渣和片石铺层的对流换热为多孔介质的热传导问题,根据多孔介质中流体热对流的连续性方程、动量方程和能量方程,应用伽辽金法导出了多孔介质对流换热的有限元公式,并对抛石路基和传统道渣路基在未来25a创温度变化进行了预报分析和比较.计算结果表明,在150cm的抛石厚度,片石直径为10cm,年温度较差30℃的倩况下,在路基中心线y=一5m处,抛石路基下的冻土温度要比传统路基的温度低2.45℃,抛石路基有对其下面的冻土提供冷能的制冷作用,可以保证冻土路基的稳定.因此,推荐该种路基作为青藏铁路高温冻土区的路基结构,可以最大限度地保护冻土区的铁路. 相似文献
172.
冻土路基表面的融化指数与冻结指数 总被引:21,自引:6,他引:21
在冻土层之上筑路,由于会改变地-气界面的热物理特性,进而影响冻土层的热力→动力稳定性,故而修筑一定高度的路基成为保护冻土层所采取的一种常规措施.在修筑路基之后,与路基边坡的朝向有关的热效应是冻土路基工程保护措施必须考虑的问题.在数理分析与数值模拟分析的基础上,给出了可根据气温的年最大和最小月平均值计算路基表面的融化指数与冻结指数以及有关热状况参数的方法,并以青藏铁路北麓河段2002年为例进行了计算分析.实例分析表明,即便是没有修筑道路,北麓河地区的冻土也已经处于临界状态;路基相对的两个坡面,由于朝向不同会造成温度分布的强非均匀性,其中南和偏南方向与北和偏北方向的路基坡面热状况差异最大,有必要对路基相对的两个坡面采用不同的防护措施,一方面改善就地取土修筑路基对其下伏冻土层的直接不良影响,同时也尽可能减小路基表面温度分布的非均匀性,以避免纵向裂缝的发生。 相似文献
173.
青藏铁路管道通风试验路基地温变化及热状况分析 总被引:3,自引:6,他引:3
基于青藏铁路北麓河试验段管道通风路基在2个冻融循环周期内的地温监测资料,分析了路基温度的发展、温度场分布特征及多年冻土的热流量变化.结果表明:通风管埋设于路堤中部的路基温度变化和发展情况与一般路基类似,路基在施工后的2个冻融周期内仍处于整体升温的过程;通风管埋设于路堤下部的路基,虽然前2个冻融循环周期内土体温度与原始状态相比同样有所升高,但开始出现逐渐降低的趋势,同时地温场的分布在横向上的对称性也比较好,在热交换方面,一般填土路基和通风管位于路堤中部的路基在施工后的前2个冻融循环周期内一直处于吸热过程,而通风管位于路堤下部的路基在经历了第1个周期的持续吸热过程后,在第2个冻融循环周期内已经开始放热。 相似文献
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177.
Qiuli Li Shuguang Li Yong-Fei Zheng Huimin Li Hans Joachim Massonne Qingchen Wang 《Chemical Geology》2003,200(3-4):255-265
This paper first reports a high precision U–Pb age of 218±1.2 Ma for rutile in coesite-bearing eclogite from Jinheqiao in the Dabie Mounteins, east–central China. This work shows that the U–Pb mineral (rutile+omphacite) isochron age of 218±2.5 Ma and conventional rutile U–Pb concordia age of 218±1.2 Ma obtained by common Pb correction based on the Pb isotopic composition of omphacite in the same eclogite sample are consistent, proving that the omphacite with low U/Pb ratio (μ=2.8) can be used for common Pb correction in U–Pb dating of rutile. Oxygen isotope analysis of rutile aliquots gave the consistent δ18O values of −6.1±0.1%, demonstrating oxygen isotope homogenization in the rutile of different grains as inclusion in garnet and grain in matrix. Oxygen isotope thermometry yields temperatures of 695±35 and 460±15 °C for quartz–garnet and quartz–rutile pairs, respectively. These oxygen isotopic observations suggest that the diffusion of oxygen in rutile as inclusion in garnet is not controlled by garnet. According to field-based thermochronological studies of rutile, an estimate of the Tc of about 460 °C for U–Pb system in rutile under rapid cooling conditions (20 °C/Ma) was advised. Based on this U–Pb age as well as the reported chronological data with their corresponding metamorphic and/or closure temperature, an improved T–t path has been constructed. The T–t path confirms that the UHPM rocks in South Dabie experienced a rapid cooling following the peak metamorphism before 220 Ma and a long isothermal stage from 213 to 180 Ma around 425 °C. 相似文献
178.
Possible refugia for reefs in times of environmental stress 总被引:2,自引:0,他引:2
This paper investigates the refuge potential of (1) upwelling areas, (2) coral areas at medium depth, and (3) offshore bank and island reefs in a scenario of increased global warming, and thus increased sea surface temperature (SST) and increased solar UV radiation. (1) Observations on coral health and water temperature in the subtropical Atlantic (Eleuthera and Cat Island, Bahamas) and Indian Ocean (Sodwana Bay, South Africa) suggest a link between cool water delivered by upwelling and coral health. After the 1998 bleaching event, caused by strong SST anomalies, coral health and recovery from the previous year's bleaching was significantly better on the narrow southern Cat Island shelf (70% of corals healthy) where the presence of cold water was observed, which was attributed to small-scale upwelling, than on the wide northern Eleuthera shelf (44% of corals healthy), where downwelling of hot bank waters was believed to have damaged corals. In South Africa, regular, short-term upwelling events in five summers reduced SST to well below bleaching level. (2) In the northern Red Sea (Safaga Bay) and in South Africa (Sodwana Bay), wide areas with either coral frameworks or non-framework communities exist. Calculations show that if the top 10 m (20 m) of the ocean became inhospitable to corals, still 50.4% (17.5%) of the coral area would remain intact in the Red Sea and 99% (40%) in South Africa. (3) Offshore bank and island reefs investigated in the Turks, Caicos, and Mouchoir Banks and Grand and Little Cayman showed high rates of mortality and coral diseases. The most remote sites (Mouchoir Bank) were not the healthiest. Refuge areas appear to exist in (1) and (2), but in (3) only if vigorous water-circulation is encountered. 相似文献
179.
Mine development along a 15-mile (24 km) section of the Warfield Fault in Mingo County, West Virginia has broadened the geological understanding of the fault and its related structures. The fault has been exposed in two new road cuts, one in the northeast-trending segment at Neely Branch and one in the eastern east-trending segment at the head of Marrowbone Creek. Both exposures show a well-defined normal fault with a 45° to 55° N dip, juxtaposing sandstone/shale packages from the roof and the floor of the Coalburg seam. The fault is associated with a thin gouge zone, some drag folding, and parallel jointing. Its trace tends to run parallel to the crest of the adjacent Warfield Anticline. Based on underground mine development and detailed core drilling, the vertical offset along the fault plane ranges from a maximum of 240 ft (73 m) in the central part of the area near the structural bend to less than 100 ft (30 m) in western and eastern directions. The fault is located along the relatively steeply dipping (locally in excess of 25%) southern limb of the Warfield Anticline, and appears related to a late phase of extension involving folded Pennsylvanian strata. On a regional scale, the lithological variations across the fault do not suggest any appreciable strike-slip component.Underground room and pillar mines in the Coalburg seam north and south of the fault have been greatly impacted by the Warfield structures. Due to the combined (and opposite) effects of the folding and faulting, the northern mines are located up to 400 ft (125 m) higher in elevation than the southern ones. Overland conveyor belts connect mining blocks separated by the fault. The practical mining limit along the steep slopes toward the fault is around 15%. Subsidiary normal faults with offsets in the 5- to 15-ft (1.5–4.5 m) range are fairly common and form major roof control and production hurdles. Overall, the Warfield structures pose an extra challenge to mine development in this part of the Appalachian Coalfields. 相似文献
180.
含裂隙煤层底板突水规律的数值模拟与工程应用 总被引:5,自引:0,他引:5
本文结合淮北杨庄矿某工作面实际工程情况, 利用NCAP-2D-W对煤层底板突水进行多方案的数值模拟试验研究。主要内容包括:(1) 考虑在承压水不变的条件下,设计不同裂隙分布状态,探讨单裂隙、多裂隙、不同长度裂隙对煤层底板破坏的影响及开采矿压对裂隙顶部破坏的影响;(2) 考虑承压水的变化,分别考虑单裂隙和多裂隙两种分布状态,探讨裂隙对煤层底板破坏的影响及开采矿压对裂隙底部破坏的影响。通过分析受采动荷载、岩层结构变化、煤层底板中裂隙分布状态及承压水变化等因素影响的数值试验,获得了随开采工作面不断推进煤层底板破坏区的发展、突水导升高度的递增、突水通道的形成等相关规律。 相似文献