华北克拉通北部内、外缘中生代流体成矿作用研究--以大井、蔡家营典型矿床为例

华北克拉通北部内、外缘中生代形成的有色金属矿种繁多 ,以外缘富 Sn、内缘富 Mo,Cu、Pb、 Zn遍布内、外缘为主要特色。通过内、外缘典型矿床的研究和综合对比 ,认为外缘的富 Sn是与富 Sn的基底有关 ,内缘的富 Mo是与结晶基底地层和岩浆热液关系密切。而内、外缘 Cu、 Pb、 Zn的成矿与中生代构造转折 ,造成大规模陆相火山活动和成矿流体的卸载密切相关     

熊耳山地区太古宙超镁铁质岩的地球化学特征及成因探讨

熊耳山地区太古宙超镁铁质岩在空间分布上具有不均一性、成带性和多方向性特征 ,岩石以橄榄岩、辉石岩、角闪石岩为主 ,蚀变强烈。岩石贫钙、镁 ,低铝、K2 O Na2 O,稀土总量较高 ,轻重稀土分馏显著。地球化学特征表明大部分超镁铁质岩体为岩浆侵入成因     

川滇密西西比河谷型铅锌矿床成矿流体来源研究:流体Na-Cl-Br体系的证据

应用流体包裹体滤液分析方法，测定了川滇7个MVT铅锌矿床成矿流体的Na,Cl,Br含量，结果表明成矿流体的x(Na/Br)和x(Cl/Br)的平均值分别为185和73，并与高度蒸发浓缩的残留海水的x(Na/Br)和x(Cl/Br)相近。成矿流体的Na,Cl含量呈正相关，在lgNa-lgCl图解中呈线性分布。根据这些事实以及矿床地质特征，认为原始成矿卤水起源于蒸发浓缩的残留海水，原始含矿卤水与富含有机质的大气降水混合导致矿质沉淀而成矿。     

鄂尔多斯盆地上古生界高分辨率层序地层分析

按基准面旋回原理，将鄂尔多斯盆地上古生界本溪组（C2b)、太原组（P1t）、山西组(P1s)和下石盒子组（P1xs)划分为3个超长期、8个长期、19个中期和62个短期旋回层序：较为详细地介绍了各级别层序的结构类型、叠加样式和沉积演化序列；建立以长期旋回层序为年代地层框架，中期旋回层序为等时地层对比单元的层序的地层格架；并讨论高分辨率层序地层与天然气藏的关系。     

我国铝土矿资源合理开发利用的探讨

分析我国铝土矿开发利用的现状以及存在的问题 ,指出我国铝土矿的特点是多为一水硬铝石型矿石 (占 98.4 6 % ) ,且是高铝高硅低铁 ,用其生产氧化铝成本高 ,矿石开采难度大。探讨今后合理开发利用铝土矿的途径     

燕山东段地区与花岗岩有关的几个问题探讨

详细研究了燕山东段地区花岗岩类的侵入时代、产出形式和成因类型 ,指出该区与花岗岩有关的三个金属成矿系列。     

中国科学院固体地球科学知识创新工程现状与发展态势

回顾了中国科学院国家知识创新试点工程实施以来特别是启动阶段3年里固体地球科学知识创新工程试点各项工作的进展情况，包括项目与经费、创新成果、人才吸引、科研竞争力提升、院地合作推进等方面，分析和总结了中国科学院固体地球科学知识创新工程现状，并展望了固体地球科学知识创新工程若干重要发展态势。     

An Agricultural Land Resource Assessment Study Based on GIS—An Example from Guiyang City

This paper assesses the agricultural land resources of Guiyang City by means of GIS,on the basis of the pressure-state-response model in which soil heavy metal contamination is selected as a pressure indicatror.he results suggest that most of the agricultural land resources are of good quality,However,there are 17.11km^2 dry land and paddy field,which belong to the region of serious heavy metal contamination and are not fit for planting crops.At the same time,the high quality plowland,which is suitable for cultivation,has decreased nearly by 1/3 due to soil heavy metal contamination.These findings may improve our understanding that it is very important to prevent and cure heavy metal contamination of Guiyang City.     

Groundwater-flow modeling in the Yucatan karstic aquifer, Mexico

The current conceptual model of the unconfined karstic aquifer in the Yucatan Peninsula, Mexico, is that a fresh-water lens floats above denser saline water that penetrates more than 40 km inland. The transmissivity of the aquifer is very high so the hydraulic gradient is very low, ranging from 7–10 mm/km through most of the northern part of the peninsula. The computer modeling program AQUIFER was used to investigate the regional groundwater flow in the aquifer. The karstified zone was modeled using the assumption that it acts hydraulically similar to a granular, porous medium. As part of the calibration, the following hypotheses were tested: (1) karstic features play an important role in the groundwater-flow system; (2) a ring or belt of sinkholes in the area is a manifestation of a zone of high transmissivity that facilitates the channeling of groundwater toward the Gulf of Mexico; and (3) the geologic features in the southern part of Yucatan influence the groundwater-flow system. The model shows that the Sierrita de Ticul fault, in the southwestern part of the study area, acts as a flow barrier and head values decline toward the northeast. The modeling also shows that the regional flow-system dynamics have not been altered despite the large number of pumping wells because the volume of water pumped is small compared with the volume of recharge, and the well-developed karst system of the region has a very high hydraulic conductivity. Electronic Publication     

Identifying and quantifying urban recharge: a review

The sources of and pathways for groundwater recharge in urban areas are more numerous and complex than in rural environments. Buildings, roads, and other surface infrastructure combine with man-made drainage networks to change the pathways for precipitation. Some direct recharge is lost, but additional recharge can occur from storm drainage systems. Large amounts of water are imported into most cities for supply, distributed through underground pipes, and collected again in sewers or septic tanks. The leaks from these pipe networks often provide substantial recharge. Sources of recharge in urban areas are identified through piezometry, chemical signatures, and water balances. All three approaches have problems. Recharge is quantified either by individual components (direct recharge, water-mains leakage, septic tanks, etc.) or holistically. Working with individual components requires large amounts of data, much of which is uncertain and is likely to lead to large uncertainties in the final result. Recommended holistic approaches include the use of groundwater modelling and solute balances, where various types of data are integrated. Urban recharge remains an under-researched topic, with few high-quality case studies reported in the literature. Electronic Publication