鲁西南邵庄-双庙水源地地下水环境质量现状评价     

曹丁涛 《中国煤田地质》2007,19(4):48-50

按照单项组分、综合评价法,对邵庄-双庙水源地第四系孔隙水和寒武-奥陶系岩溶水环境质量现状进行了评价。第四系孔隙水,总体上,以京杭运河为界,运河以西水质较差,运河以东地区、邵庄、双庙水源地所在地段水质较好;蜀山背斜岩溶水系统内大多地段岩溶水水质较好,邵庄水源地岩溶水水质良好,其它地段及双庙地垒岩溶水系统岩溶地下水质量普遍较差。  相似文献   

Change of Gas Hydrate Reservoir and Its Effect on the Environment in Xisha Trough since the Last Glacial Maximum     

王淑红  颜文  宋海斌 《中国地质大学学报(英文版)》2007,18(1):39-48

In this article, Milkov and Sassen’s model is selected to calculate the thickness of the gas hydrate stable zone (GHSZ) and the amount of gas hydrate in the Xisha (西沙) Trough at present and at the last glacial maximum (LGM), respectively, and the effects of the changes in the bottom water temperature and the sea level on these were also discussed. The average thickness of the GHSZ in Xisha Trough is estimated to be 287 m and 299 m based on the relationship between the GHSZ thickness and the water depth established in this study at present and at LGM, respectively. Then, by assuming that the distributed area of gas hydrates is 8 000 km2 and that the gas hydrate saturation is 1.2% of the sediment volume, the amounts of gas hydrate are estimated to be ~2.76×1010 m3 and ~2.87×1010 m3, and the volumes of hydrate-bound gases are ~4.52×1012 m3 and ~4.71×1012 m3 at present and at LGM, re- spectively. The above results show that the thickness of GHSZ decreases with the bottom water tem- perature increase and increases with the sea level increase, wherein the effect of the former is larger than that of the latter, that the average thickness of GHSZ in Xisha Trough had been reduced by ~12 m, and that 1.9×1011 m3 of methane is released from approximately 1.1×109 m3 of gas hydrate since LGM. The released methane should have greatly affected the environment.  相似文献   

基于多时相遥感的硫磺沟地区矿产资源开发及环境变化研究   总被引：1，自引：0，他引：1  

马骅吕永龙  周可法陈川 《岩石学报》2007,23(5):1181-1188

本文以天山硫磺沟矿区为示范研究区,在资料收集和野外调查分析基础上,利用1975年以来30年监测的遥感数据,提取研究区煤、铁、粘土等矿床开发区的时空分布和生态环境时空变化信息,结合数理统计方法和GIS空间分析技术,对矿区矿产开发与土地利用变化进行综合研究,分析硫磺沟矿区矿产开发引起的环境问题,建立1975年以来矿区开发与环境变化定量评价模型,绘制主要矿产分布、生态环境变化等专题图件,直观展现了矿产开发所引起的生态环境问题;探讨30年来矿产开发对自然和人文环境系统影响的过程和机制,确定不同类别矿产开发引起的环境变化和资源破坏的动态趋势,在此基础上提出相应的管理建议。  相似文献   

深基坑支护的信息化施工     

律文田 《岩土工程技术》2007,21(3):153-155

论述了信息化施工技术;在施工过程,将监测数据结合基坑工程的实际情况进行综合分析,利用监测数据进行反馈设计和分析,对后续施工具有实践与理论意义。介绍了某深基坑工程的施工监测,说明了信息化施工的重要性。通过对信息化施工过程中数据的分析、信息归纳和实践经验的总结,对以后类似工程的施工具有一定的参考价值。  相似文献   

北京沙河地区地面沉降及抗浮设防水位的探讨     

马波 《岩土工程技术》2007,21(4):202-203,F0003

论述了北京沙河高教园区项目在建设中将遇到的地面沉降及抗浮设防水位的确定问题,并提出了相应的解决措施。  相似文献   

三福高速公路K201滑坡病害的应急工程效果与根治工程对策   总被引：1，自引：0，他引：1  

王浩  廖小平  程建军  刘代文 《中国地质灾害与防治学报》2007,18(2):22-26

三福高速公路尤溪段K201滑坡是在持续暴雨影响下引起前缘老滑坡复活,并牵引扩大发展,形成高速公路路基坡体变形破坏的岩石滑坡;经滑坡后部刷方减载的应急抢险措施有效控制了滑坡变形快速发展的趋势,并通过路面裂缝位移监测评价了应急减载的工程效果;深部位移监测成果确定了滑面的确切位置,监控了滑坡的发展趋势;滑带强度指标的反演分析和滑坡的稳定性计算进一步揭示滑坡经应急减载后虽处于相对稳定状态,但在暴雨期不利工况条件下,仍存在变形恢复和失稳破坏的可能;通过多方案计算比较和论证分析,确定了路肩锚桩加固的根治工程对策,并经过一年的工后坡体深部位移监测证明了该治理方案的合理性和有效性。  相似文献   

上部基坑施工对软土地铁隧道变形监测与分析     

祝宜龙  白文波 《上海国土资源》2007,(4):10-13

新金桥广场基坑围护结构位于正在运营的地铁隧道顶部。通过有效的隧道结构变形监控指导施工使其对地铁隧道的影响控制在允许范围内,对这一成功经验进行总结,以供今后工作参考。  相似文献   

港湾广场（一期）深基坑变形监测与分析   总被引：1，自引：0，他引：1  

石汉生  周念清  周洪波 《岩土工程技术》2007,21(6):279-284

深基坑施工变形监测是信息化施工的重要内容,以广州港湾广场(一期)深基坑工程为例,通过对开挖过程中土体水平位移、支护结构侧向位移、支护结构内应力、沉降等监测,结合围护结构的强度检测,采用反演分析对基坑变形进行数值模拟,预测不同开挖深度时基坑的位移变形量,实际监测结果与预测值基本一致,为基坑的设计和施工提供可靠的依据。  相似文献   

Analysis of rock drainage and cooling experiments for underground cryogenic LNG storage     

Sung-Soo Cha  Kang-Kun Lee  Gwang-Ok Bae  Dae-Hyuck Lee  Nicolas Gatelier 《Engineering Geology》2007,93(3-4):117-129

Hydrogeological monitoring was conducted around a pilot cavern for underground cryogenic LNG (Liquefied Natural Gas) storage. The monitoring was mainly focused on the operation of a drainage and recharge system. After the operation of the drainage system commenced, the drainage rate decreased rapidly in the initial stages and then decreased gradually. Hydrogeological monitoring revealed that the rock drainage system operated effectively. During drainage, the water table was maintained below the cavern roof. The recharge for ice-ring formation was performed in two phases. The first phase involved the cessation of pumping in downward-drainage holes and the second involved the closure of upward boreholes. Since the water table was maintained below the cavern roof, artificial recharge was planned at first. However, it was not implemented due to heavy rainfall in the recharge stage. On the basis of hydrogeological monitoring and hydraulic tests, it was found that the fractures above the roof and on the right wall of the pilot cavern mainly affected seepage into the cavern and thermal variation due to the storage of liquid nitrogen. Thermal variation was examined by the thermometers installed around the pilot cavern. The cooling and thawing processes reveal the characteristics of thermal distribution in the rock and the 0 °C isotherm. The cooling phase lasted for six months, and the 0 °C isotherm progressed in time after the injection of liquid nitrogen into the cavern. The isotherm propagated up to about 4 m from the floor and the sidewall of the cavern and about 3 m from the cavern roof. The cooling rate of the rock mass above the cavern roof was lower than that of the other cavern sides due to the gaseous space in the upper part of the containment. The fractures were analyzed and considered for thermal modeling. A two-dimensional finite element analysis was performed to compare the field monitoring at the pilot cavern. The numerical modeling shows the distance between the ice ring and heat transfer pattern of the fractures around the pilot cavern. The propagation of the measured and calculated 0 °C isotherm reveals that the water-conveying joint on the right wall might affect thermal propagation through a thermal pipe.  相似文献   

Isotope Method for Confined Groundwater Recharge of the Lower Reaches of the Heihe River, Inner Mongolia, China          下载免费PDF全文

CHEN Jiansheng ZHAO Xia FAN Zhechao WANG Jiyang 《《地质学报》英文版》2007,81(4):668-673

Environmental isotopes have been applied to analyze confined groundwater recharge in the lower reaches of the Heihe River,Inner Mongolia.CFC is regarded as a tracer that determines the date of groundwater,the date being less than 45 a.The confined groundwater within the Gurinai area and Ejin Basin other than the surface water of Heihe River might have originated from precipitation from Qilian Mountain or/and the Tibetan Plateau.The deep confined groundwater overflows into an upper aquifer and emerges into the ground,forming springs and lakes within the low-lying area.The recharge volume is estimated to be around 400 million-cubic meters.  相似文献