IODP 311航次底栖有孔虫碳稳定同位素对天然气水合物地质系统的指示     

李清  王家生  王晓芹  陈祈  陈洪仁 《地球科学进展》2008,23(11):1161-1166

为了探索海洋天然气水合物背景下有孔虫特征的响应,对综合大洋钻探计划(IODP) 311航次岩芯沉积物中底栖有孔虫Uvigerina peregrina和Bulimina mexicana进行了初步研究。通过对冷泉站位U1328和毗邻的非冷泉站位U1327沉积物中底栖有孔虫Uvigerina peregrina和Bulimina mexicana的显微形貌特征和碳、氧稳定同位素测试等,证实有孔虫壳体未受到后期成岩作用的改造和自生碳酸盐岩的交代影响,有孔虫壳体的碳稳定同位素呈现明显的负偏。其中U1327站位中U.peregrina δ¹³C为-0.67‰～-2.75‰（PDB）,B.mexicana δ¹³C为-0.51‰～-1.52‰（PDB）;U1328站位中U.peregrina δ¹³C为 -0.72‰～-2.71‰（PDB）,B.mexicanaδ¹³C为 -0.58‰～-1.45‰（PDB）。底栖有孔虫壳体的碳稳定同位素负偏成因可能与水合物不稳定分解释放的甲烷厌氧氧化作用和食物源有关,因而可较好地指示海底天然气水合物系统地质背景。  相似文献   

The Role of Fracture Structure in Leachate Pollution at Landfills： A Case Study of a Landfill in Chongqing City     

LUO Yunju  LIU Dongyan  LI Xiulan  ZHU Zhengwei 《《地质学报》英文版》2008,82(5)

This paper studies a landfill where there are three faults running through.As serious pollution has occurred to the geological environment,the landfill is to be closed up and renovated.The paper aims to explore the role of fracture structure in leachate pollution at the landfill.The research was carried out in several stages.First,mathematical models of the pre-renovation landfill with three faults running through and the landfill after renovation were established.And then,the boundary conditions and parameters of the two mathematical models were determined.The groundwater level of the landfills was simulated in order to modify the two mathematical models.As a result,a feasible mathematical model was achieved.Based on this model,a comparison was made of the COD concentration variations in the inside leachate and outside leachate between the two landfills. Accordingly,the impacts of the fracture structure on the pollution of leachate at the landfills could be identified.The study results show that while faults contribute to the migration of leachate,they also serve as a confluence of leachate,thus further deteriorating the environment.The COD concentrations of the inside leachate and the outside leacbate of the pre-renovation landfill are respectively 800 mg/L and 220 mg/L higher than those of the post.renovation landfill.Therefore,measures must be taken to handle the leachate seepage in areas where there are faults as well as the neighboring areas so as to get the environmental pollution under control.  相似文献   

The Role of Fracture Structure in Leachate Pollution at Landfills: A Case Study of a Landfill in Chongqing City     

LUO Yunju  LIU Dongyan  LI Xiulan  ZHU Zhengwei 《《地质学报》英文版》2008,82(5):1020-1026

This paper studies a landfill where there are three faults running through. As serious pollution has occurred to the geological environment, the landfill is to be closed up and renovated. The paper aims to explore the role of fracture structure in leachate pollution at the landfill. The research was carried out in several stages. First, mathematical models of the pre-renovation landfill with three faults running through and the landfill after renovation were established. And then, the boundary conditions and parameters of the two mathematical models were determined. The groundwater level of the landfills was simulated in order to modify the two mathematical models. As a result, a feasible mathematical model was achieved. Based on this model, a comparison was made of the COD concentration variations in the inside leachate and outside leachate between the two landfills. Accordingly, the impacts of the fracture structure on the pollution of leachate at the landfills could be identified. The study results show that while faults contribute to the migration of ieachate, they also serve as a confluence of leachate, thus further deteriorating the environment. The COD concentrations of the inside leachate and the outside leachate of the pre-renovation landfill are respectively 800 mg/L and 220 mg/L higher than those of the post-renovation landfill. Therefore, measures must be taken to handle the ieachate seepage in areas where there are faults as well as the neighboring areas so as to get the environmental pollution under control.  相似文献   

中伊朗盆地Garmsar区块Qom组沉积微相及储层特征研究   总被引：1，自引：1，他引：0  

徐国盛  马若龙  张长俊  秦润森 《物探化探计算技术》2008,30(6)

伊朗Garmsar区块Qom组形成于碳酸盐岩台地沉积环境,岩性以生物屑灰岩、含砂生物屑灰岩、泥晶灰岩为主,是典型的裂缝~孔隙型储层。利用区内野外实测剖面资料和露头岩样测试资料,对Qom组沉积相进行标识及类型划分,并对Qom组沉积微相及其平面展布特征进行分析,指出了该区域开阔台地相~高能红藻滩微相和局限台地相~泻湖夹台内滩微相是研究区储层发育的有利部位。F段中部的粒内溶孔较为发育,而溶缝主要出现在C1、C3亚段,整个Qom组构造微裂缝不甚发育。但储层孔渗条件比较差,属于中~低孔、低渗~特低渗储层,且存在严重的不均一性。为此,从沉积相与储层特征角度研究认为,中伊朗盆地Garmsar区块Qom组油气勘探存在一定的风险。  相似文献   

西藏冈底斯地区水系格局与新构造活动关系的遥感研究     

施美凤  李亚林  于学政 《国土资源遥感》2008,19(3):69-73

运用RS和GIS技术,以青藏高原冈底斯地区遥感影像图的制作和水系格局详细解译为基础,结合冈底斯地区线性构造解译,分析了冈底斯地区水系的展布特征和活动构造对水系的控制作用,认为冈底斯地块在新近纪以来随青藏高原整体隆升的同时,区内断隆带和断陷带的隆升速率和强度又有显著差异; 伴随强烈的隆升过程,在地体内发育大量不同性质的近NS向断裂构造,冈底斯地区水系的分布和形态明显受该区新构造运动的控制。  相似文献   

浅析宁芜北段铜矿地质特征、找矿前景与方向   总被引：4，自引：0，他引：4       下载免费PDF全文

侯龙海 《江苏地质》2008,32(4):263-270

在综合分析区域地质背景、铜矿床基本特征、主要控矿因素、找矿标志的前提下,对该区寻找铜矿的前景提出了看法,指出宁芜北段今后寻找铜矿应侧重斑岩型铜矿,提出了皇姑山等地区可作为今后寻找铜矿的重点地段及今后找矿的工作建议。  相似文献   

四川省九龙县娃娃沟泥石流运动特征与堵河成灾机制分析     

施蕾蕾  陈宁生  杨成林 《中国地质灾害与防治学报》2008,19(2):16-22

2006年7月16日娃娃沟流域暴发的大规模泥石流,给下游3个电站造成巨大经济损失,是大渡河流域一次典型的灾害性泥石流。分析得出,娃娃沟泥石流重度高、搬运能力强,泥石流固体物质砂、石混杂,粗大砾石含量高;暴发频率低、规模大,流速及峰值流量分别高达10．78m／s及798．5m^3／s;在汇口处,泥石流堆积物堵塞河道是引起下游电站受灾的重要原因,高重度、粗颗粒、大流量的组合是此次泥石流堵江的重要原因。堵河判别计算结果显示在发生百年一遇泥石流时,该断面均有发生堵河的可能。娃娃沟泥石流表明：①在大渡河支流的泥石流沟周边的中小电站极有可能在泥石流暴发时受到破坏。因此,电站建设过程中应加强对周边泥石流沟的防灾减灾工作;②虽然娃娃沟流域植被良好,但仍然发生了大规模泥石流。表明植被不能完全避免泥石流的发生,对于此类泥石流沟不能疏忽大意。  相似文献   

斜坡非饱和带低渗透岩石结构体风化前锋扩展过程   总被引：2，自引：0，他引：2  

徐则民 《地学前缘》2008,15(4):258-268

非饱和带低渗透岩石结构体风化前锋扩展是斜坡灾害孕育过程中的关键环节之一。到目前为止,化学风化领域的研究成果主要集中在高水-岩比的饱和环境下单矿物及矿物成分单一的碳酸盐岩的风化动力学方面,非饱和环境下的岩石风化研究还主要限于风化产物的特性描述方面。斜坡非饱和带低渗透岩石结构体风化前锋扩展是一种高度复杂的THMC过程。由于在溶解对象、溶解液及溶解过程的水动力-水化学环境等方面存在的显著差异,既有的地质材料风化动力学成果为探索这一复杂过程提供了理论储备,但还不能阐明其核心机理。斜坡非饱和带低渗透岩石结构体风化前锋的扩展过程研究不仅可以加深人们对斜坡灾害孕育的理解,为灾害预报-预警及其控制提供理论依据,同时可以促进岩石-岩体力学及浅表生水文地球化学等相关学科的交叉与发展。  相似文献   

对河南省栾川县大练沟泥石流治理的经验总结   总被引：1，自引：0，他引：1  

任军旗  方茜娟 《地质灾害与环境保护》2008,19(1):16-19

随着国民经济迅速发展,对矿产资源的需求日益增多,20世纪七、八十年代的开采只追求产量和经济效益,而忽视了对环境的保护,开采的矿渣乱排乱放现象非常严重,严重破坏了环境,象这样的矿山在全国各地有很多,随着时间的发展,松散堆积的矿渣在洪水的作用下顺着沟道倾泻而下,形成泥石流,对下游的人民生命财产造成严重的破坏和威胁,矿山泥石流逐步发展,进入发展期和活跃期,必将造成更大的危害。因此对这样的泥石流沟进行研究和治理是很有必要的。在对河南省栾川县大练沟泥石流的治理过程中,得出以下几点体会,现总结归纳出来,希望对类似泥石流沟的治理提供借鉴。  相似文献   

沪蓉高速柴家湾隧道围岩稳定性分析及支护效果研究   总被引：1，自引：0，他引：1  

游依新  隋文忠 《地质灾害与环境保护》2008,19(3):82-85

隧道围岩的应力分布及变形特征对保证其长期稳定性具有关键的作用。本文以柴家湾隧道为例进行实态建模,通过采用有限元软件ANSYS对其施工全过程进行了三维弹塑性数值模拟计算。研究结果表明,隧道拱顶和拱脚处应力集中现象明显,局部可能出现拉应力;变形主要集中在拱顶、拱腰部位,衬砌单元所受内力在规定强度范围以内,支护措施合理有效。  相似文献