西藏驱龙斑岩铜钼矿床中UST石英的发现:初始岩浆流体的直接记录   总被引：8，自引：2，他引：6  

杨志明  侯增谦  李振清  宋玉财  谢玉玲 《矿床地质》2008,27(2):188-199

单向固结结构(UST)是浅成侵位的岩浆出溶过程中形成的一种特殊结构,一般由梳状石英与细晶(斑岩)岩交互生长而成,少数产于斑岩与围岩接触部位,其内的原生包裹体被认为是初始流体出溶的可靠记录.作者在西藏驱龙铜矿床中首次发现了具有单向固结结构的石英.研究表明,驱龙UST石英存在于后期侵位的二长花岗斑岩与花岗闪长岩的接触部位,部分为高温β石英;UST石英中原生包裹体的成分主要为高盐度液相,除石盐子矿物外,还含有硬石膏等其他子矿物.阴极发光及显微测温结果表明,初始流体的出溶发生在高温(t≥573℃)、高压(P≥150～200 MPa)条件下,出溶的流体为高温、高盐度[w(NaCkeq)为44.5%～58%]流体,同时还具有较高的氧逸度.因形成压力较高,判断UST石英不可能由较浅侵位的二长花岗斑岩岩枝冷凝出溶而形成,从而推测驱龙铜矿床深部存在着孕育成矿斑岩的大型岩基.  相似文献   

层状出溶结构导致拉长石晕彩形成——来自透射电镜的证据   总被引：1，自引：1，他引：0  

彭艳菊  何雪梅  方勤方 《岩石矿物学杂志》2008,27(5):483-488

从拉长石出溶结构的形态特征、成分差异和出溶结构的取向研究出发,采用TEM、STEM 以及SAED等手段对其进行测试,发现拉长石出溶结构层的厚度符合理论计算值,结构层的成分由富钙和贫钙两相长石组成,具备了产生干涉作用的必要条件.研究结果表明,拉长石的晕彩色是因其内部的层状出溶结构对光的干涉所致,结构层的厚度主要受富钙相长石的控制.随着钙(An)含量的增加,结构层相应地增厚,且富钙层的增大幅度大于贫钙层,从而导致晕彩色波长也随之增大.出溶结构层的取向为(153),近于平行晶体的(010)面,但不同产地的拉长石,尽管晕彩色相同,其出溶条纹中的钙含量和条纹的具体取向也不尽相同.  相似文献   

微分电位溶出法测定生物样品中的镉     

郝林华 《海洋科学》2001,25(9):12-14

电位溶出分析（ＰＳＡ）是７０年代发展起来的一种新颖的分析方法。该方法一问世便在测定海水中痕量元素方面表现出很大优越性。微分电位溶出分析（ＤＰＳＡ）较单纯的电位溶出分析其灵敏度和分析速度得到进一步提高，已应用于海水中痕量金属元素的常规测定。但对于测定生物样品中的痕量元素，方法目前报道不多。 本文采用国产微机化电位溶出仪介绍了动态富集──静态微分溶出分析方法，对摄食了Ｃｄ污染的配合饵料的鲈鱼体内所积累的Ｃｄ进行了测定。该法灵敏度高，操作简便、快速，数据准确可靠，结果令人满意。１材料与方法１．１主要试…  相似文献   

港湾疏浚倾废物重金属溶出研究 Ⅰ.厦门筼筜港污染疏浚物的溶出试验   总被引：2，自引：1，他引：2  

廖文卓  陈松 《海洋学报》1990,12(4):510-516

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阳极溶出伏安法测定海水中的砷     

《山东海洋学院学报》1980,10(4):42-51

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AD-2型极谱仪     

王庆璋  王维新 《山东海洋学院学报》1982,12(1):69-75

目前我国生产的极谱仪，虽然类型不少，但是应用性比较专一，按照一般教学和科研工作的实际需要，希望极谱仪能有较多的用途。例如，高等学校仪器分析实验课程中，需要进行经典极谱、单扫(示波)极谱、催化极谱和溶出伏安法实验；在物理化学实验课程中，  相似文献   

DF-1型电化学分析仪研制成功     

平光明 《山东海洋学院学报》1982,12(2):72-72

由我院化学系王庆璋、物理系王维新、海洋仪器厂冯德顺、杨大鹏同志合作研制的DF-1型电化学分析仪已取得成功。山东省教育厅于一九八二年四月二十六日—二十八日在我院主持召开了鉴定会，有26个单位共31位代表参加了会议。  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   

Mitigation of municipal solid waste leachate contamination at Payatas, Metro Manila, Philippines： A technical proposal     

Marvin Joseph Montefrio Kai Scene Ng Lee Yih Koh Erwin Torio Mark Hansley Chua Louernie de Sales-Papa Jeffrey Philip Obbard 《中国地球化学学报》2006,25(B08):122-122

The gross environmental condition of the Payatas Disposal Facility in Metro Manila, Philippines, implores the need for sustainable technologies to control and abate toxic municipal solid waste leachate and protect public health. A team of environmental engineers recognized this need by selecting the site as a design project for the Mondialogo Worldwide Engineering Award, sponsored by the United Nations and Daimler Chrysler. The project culminated in a technical proposal that highlighted the following design features： an impermeable dumpsite cap to control leachate generation; vertical impermeable barriers for containment and isolation of leachate; a drainage system to divert clean, surface water from the cap and prevent its contamination prior to discharge; a leachate recirculation system to enhance stabilisation of the waste deposit; and a facultative lagoon and constructed wetland system to treat excess leachate.  相似文献