东海天然气水合物地热研究及其环境意义     

王力锋  汪集旸 《地学前缘》2006,13(1):15-20

依据地热资料研究天然气水合物稳定带厚度在东海海域的分布情况。东海在地质构造上位于新生代环太平洋构造带西部边缘岛弧的内侧,又是欧亚板块、太平洋板块和菲律宾海板块的相互作用带。依据国际热流委员会(IHFC)提供的东海地热数据,经过统计确定出该区域的热流分布,热流平均值为121·0mW/m2,最小值为73·0mW/m2,最大值为168·0mW/m2。同时利用天然气水合物温压模型计算了稳定带厚度,数据显示稳定带厚度平均值为92·2m,最小值为1·4m,最大值为190·6m,薄于其他已经发现的海洋天然气水合物稳定带厚度(约400m)。天然气水合物大部分分布在条件适宜的陆坡和岛坡上,冲绳海槽底部水合物稳定带厚度相对较薄。统计分析表明本区热流值与水合物稳定带厚度相关性很差,相关系数仅有0·12。这是由于天然气水合物所在海域水深较浅时,海底温度的变化迫使运算所应用的非线性方程影响因子迅速积累,从而导致相关系数降低。最后结合东海陆坡的地质条件,探讨了在天然气水合物存在的情况下,陆坡失稳的可能性及其造成的环境影响。  相似文献   

砂岩碎屑组份变化对库车坳陷和南天山盆山演化的指示   总被引：3，自引：10，他引：3       下载免费PDF全文

李双建  王清晨  李忠  王道轩 《地质科学》2006,41(3):465-478

为研究库车坳陷中-新生代物源变化与南天山构造演化的关系,对该坳陷中-新生界砂岩进行了系统取样,应用Dickinson砂岩分析方法详细研究了其沉积背景和物源变化。库车坳陷中-新生代沉积物源始终为再造山旋回带,自老到新砂岩中不稳定岩屑组份的含量有规律地变化:从三叠系到侏罗系,岩屑组份中沉积岩岩屑含量最高;白垩系中变质岩岩屑增多;新生界特别是新近系,碳酸盐岩岩屑所占的比例很大。岩屑组份的这种变化反映了天山地区隆升和剥蚀的一个历史过程。随着山脉隆升幅度和剥蚀强度的加大,古生界变质岩和碳酸盐岩逐步接受剥蚀,并在白垩纪以后成为盆地沉积物的主要物源。根据风化指数半定量计算的结果,结合前人古气候的研究成果,早-中三叠世该区沉积物风化程度低,推测此时地形高差较大;在晚三叠世至晚侏罗世该区风化程度较高,地形起伏较低;白垩纪是一个转折期,沉积物风化程度由强转变为弱,地形高差在该期也有所增大;古近纪延续了这种趋势。新近纪以后地形高差显著加大,沉积物风化程度明显降低,说明此时南天山的隆升速率和库车坳陷的沉积速率都很快,源区与沉积区的距离很近。  相似文献   

Meteorological monitoring of an active volcano: Implications for eruption prediction     

Jenni Barclay  Jade E. Johnstone  Adrian J. Matthews   《Journal of Volcanology and Geothermal Research》2006,150(4):241-358

Rainfall data collected on and around the Soufriere Hills Volcano, Montserrat between 1998 and 2003 were analysed to assess the impact on primary volcanic activity, defined here as pyroclastic flows, dome collapses, and explosions. Fifteen such rainfall-triggered events were identified. If greater than 20 mm of rain fell on a particular day, the probability of a dome collapse occurring on that day increased by a factor of 6.3% to 9.2%, compared to a randomly chosen day. Similarly, the probability of observing pyroclastic flows and explosions on a day with > 20 mm of rainfall increased by factors of 2.6 and 5.4, respectively. These statistically significant links increased as the rainfall threshold was increased. Seventy percent of these rainfall-induced dome collapse episodes occurred on the same calendar day (most within a few hours) as the onset of intense rainfall, but an extra 3 occurred one or two calendar days later. The state of the volcano was important, with the rainfall–volcanic activity link being strongest during periods of unstable dome growth and weakest during periods of no dome growth or after a recent major collapse.Over 50% of the heavy rain days were associated with large-scale weather systems that can potentially be forecast up to a few days ahead. However, the remaining heavy rain days were associated with small-scale, essentially unpredictable weather systems. There was significant variability in the amount of rainfall recorded by different rain gauges, reflecting topographic variations around the volcano but also the inherent small-scale variability within an individual weather system. Hence, any monitoring/warning program is recommended to use a network, rather than just a single gauge. The seasonal cycle in rainfall was pronounced, with nearly all the heavy rain days occurring in the May–December wet season. Hence, the dome was at its most vulnerable at the beginning of the wet season after a period of uninterrupted growth. Interannual variability in rainfall was related to tropical Pacific and Atlantic sea surface temperature anomalies, and holds out the prospect of some limited skill in volcanic hazard forecasts at even longer lead times.  相似文献   

吉林省油页岩勘探中聚合物钻井液防塌机理的试验研究与应用   总被引：4，自引：1，他引：4  

张红红  徐会文  冯哲 《世界地质》2006,25(4):445-449

在试验研究的基础上对比了无机聚合物硅酸盐和有机聚合物聚乙烯醇(PVA)、部分水解聚丙烯酰胺(PHPA)和非水解聚丙烯酰胺(PAM)的防塌能力;由试验得出吸附成膜的速度和保护膜的致密程度是决定钻井液体系防塌能力的关键因素;钻井液体系的防塌能力是无机聚合物和有机聚合物协同作用的结果;部分水解聚丙烯酰胺钻井液体系的防塌能力较非水解聚丙烯酰胺钻井液体系的防塌能力强。研制的无固相聚合物钻井液在吉林农安、伊通、舒兰和梅河口4个矿区近3 000 m的钻探施工中,孔壁稳定,孔内事故少,岩芯采取率达98%以上。  相似文献   

Thermal regimes and degradation modes of permafrost along the Qinghai-Tibet Highway   总被引：5，自引：1，他引：5  

JIN Huijun  ZHAO Lin  WANG Shaoling  JIN Rui 《中国科学D辑(英文版)》2006,49(11):1170-1183

Permafrost on the Qinghai-Tibet Plateau (QTP) is widespread, thin, and thermally unstable. Under a warming climate during the past few decades, it has been degrading extensively with generally rising ground temperatures, the deepening of the maximum summer thaw, and with lessening of the winter frost penetration. The permafrost has degraded downward, upward and laterally. Permafrost has thinned or, in some areas, has totally disappeared. The modes of permafrost degradation have great significance in geocryology, in cold regions engineering and in cold regions environmental management. Permafrost in the interior of the QTP is well represented along the Qing-hai-Tibet Highway (QTH), which crosses the Plateau through north to south and traverses 560 km of permafrost-impacted ground. Horizontally, the degradation of permafrost occurs more visibly in the sporadic permafrost zone in the vicinity of the lower limit of permafrost (LLP), along the margins of taliks, and around permafrost islands. Downward degradation develops when the maximum depth of seasonal thaw exceeds the maximum depth of seasonal frost, and it generally results in the formation of a layered talik disconnecting the permafrost from the seasonal frost layer. The downward degrada- tion is divided into four stages: 1) initial degradation, 2) accelerated degradation, 3) layered talik and 4) finally the conversion of permafrost to seasonally frozen ground (SFG). The upward degradation occurs when the geothermal gradient in permafrost drops to less than the geothermal gradients in the underlying thawed soil layers. Three types of permafrost temperature curves (stable, degrading, and phase-changing transitory permafrost) illustrate these modes. Although strong differentiations in local conditions and permafrost types exist, the various combinations of the three degradation modes will ultimately transform permafrost into SFG. Along the QTH, the downward degradation has been proceeding at annual rates of 6 to 25 cm, upward degradation at 12 to 30 cm, and lateral degradation in the sporadic permafrost zone at 62 to 94 cm during the last quarter century. These rates exceed the 4 cm per year for the past 20 years reported for the discontinuous permafrost zone in subarctic Alaska, the 3 to 7 cm per year reported in Mongolia, and that of the thaw-stable permafrost in subarctic Yakutia and Arctic Alaska.  相似文献   

Aggregate production: Fines generation during rock crushing     

M.S. Guimaraes  J.R. Valdes  A.M. Palomino  J.C. Santamarina 《International Journal of Mineral Processing》2007

The energy required to crush rocks is proportional to the amount of new surface area that is created; hence, a very important percentage of the energy consumed to produce construction aggregates is spent in producing non-commercial fines. Data gathered during visits to quarries, an extensive survey and laboratory experiments are used to explore the role of mineralogy and fracture mode in fines production during the crushing of single aggregates and aggregates within granular packs. Results show that particle-level loading conditions determine the failure mode, resulting particle shape and fines generation. Point loading (both single particles and grains in loose packings) produces clean fractures and a small percentage of fines. In choked operations, high inter-particle coordination controls particle-level loading conditions, causes micro-fractures on new aggregate faces and generates a large amount of fines. The generation of fines increases when shear is imposed during crushing. Aggregates produced in current crushing operations show the effects of multiple loading conditions and fracture modes. Results support the producers' empirical observations that the desired cubicity of aggregates is obtained at the expense of increased fines generation when standard equipment is used.  相似文献   

Early cretaceous granitoids and their implications for the collapse of the Dabie orogen, eastern China: SHRIMP zircon U–Pb dating and geochemistry     

Haijin Xu  Changqian Ma  Kai Ye   《Chemical Geology》2007,240(3-4):238-259

Two stages of early Cretaceous post-orogenic granitoids are recognized in the Dabie orogen, eastern China, which recorded processes of extensional collapse of the orogen. The early stage granitoids ( 132 Ma) are foliated hornblende quartz monzonites and porphyritic monzogranites. They are of high-K calc-alkaline series and metaluminous to weakly peraluminous, with high K₂O and low MgO contents (Mg^# values: 32.0–46.0), they contain high Sr, low Y and heavy rare earth elements (HREE), and have high Sr/Y and (La/Yb)_N ratios, without clear negative Eu, Sr and Ti anomalies. The early stage deformed granitoids have adakitic geochemical compositions and are equilibrated with residues rich in garnet and poor in anorthite-rich plagioclase, and thus indicate the existence of an over-thickened (> 50 km) crustal root beneath the orogen at  132 Ma. The later stage granitoids ( 128 Ma) are undeformed fine-grained monzogranites, fine-grained K-feldspar granites and coarse-grained K-feldspar granite-porphyry. They belong to a peraluminous and high-K calc-alkaline to shoshonite series, and display a flat HREE pattern and have strong negative Eu, Sr and Ti anomalies, with low Sr/Y and (La/Yb)_N ratios. The late stage granitoids are equilibrated with residues rich in anorthite-rich plagioclase, hornblende, ilmenite/titanite and poor in garnet, indicating that the crust of the Dabie orogen became thinner (< 35 km) at  128 Ma. SHRIMP zircon U–Pb ages and changing compositional trends for these two stages of granitoids indicate that the over-thickened crust formed by the Triassic continental subduction/collision under the Dabie orogen remained until the early Cretaceous, and collapsed quickly in a few million years during the early Cretaceous.  相似文献   

黄土场地震动液化实例   总被引：1，自引：0，他引：1       下载免费PDF全文

廖胜修  程菊红 《地震工程学报》2007,29(1):54-57

湿度大的黄土在地震作用下会发生液化和震陷,已在室内动力试验和古地震的调查中得到了证实。目前工程规范对黄土的液化预测判别尚缺乏经验,暂未列入规范。本文介绍了一些黄土地基处理施工的实例,证明饱和黄土在受到机械振动或冲击作用的影响后,会产生液化使所处理的地基下沉,对开展黄土液化机理、液化判别与危害评价方法及工程预防措施的研究具有现实意义。  相似文献   

基于性能的地震工程研究的新进展及对结构非线性分析的要求   总被引：4，自引：0，他引：4  

韩建平  吕西林  李慧 《地震工程与工程振动》2007,27(4):15-23

结合国际地震工程界提出的新一代基于性能的地震工程的框架方法,重点阐述了性能评估中涉及的主要问题。对性能评估使用的静力非线性分析、动力非线性分析方法进行了总结,在此基础上详细阐述了在基于概率的性能评估中有应用前景的增量动力分析方法的概念、相关问题及其应用,并简要介绍了基于增量动力分析思想提出的一些简化方法。最后提出了今后研究的建议,特别是结构非线性分析方面的研究重点。  相似文献   

广东省地面塌陷特征及防治对策   总被引：2，自引：0，他引：2  

易顺民 《中国地质灾害与防治学报》2007,18(2):127-131

广东省的地面塌陷主要有自然塌陷及人为塌陷等2种类型。其中人为塌陷包括抽排水塌陷及采空区塌陷。地面塌陷的平面形态多呈圆形、椭圆形、长条形和不规则形等;剖面形态大致可分为竖井状、蝶状、漏斗状及坛状等。从区域上看,地面塌陷的分布特征受地形地貌、地质构造、地下水作用特征、岩溶发育程度、覆盖层条件和人类工程活动等的控制。探讨了广东省地面塌陷的防治对策。  相似文献