永梅会与中下扬子地区的成矿条件对比

永海会地区的区域构造、含矿地层和建造、中生代火山侵入岩体特征、局部控矿构造以及成矿物质来源、硫氢氧同位素、铅同位素、年龄同位素等成矿信息，都与扬子区、萍乐区已知铜金矿集区有许多相似之处。通过对比表明，永海会地区具有极大的找矿前应景。     

葫芦岛市沿海潮间带无脊椎生物生存状况调查

对葫芦岛市沿海潮间带常见无脊椎生物的种类、种群密度和生物量进行了调查分析，采用生物多样性指数和均匀度指数两项指标对近岸海域环境进行了评价。研究了环境污染对沿海潮间带常见无脊椎生物生存状况的影响，并根据当地情况提出了保护水质的建议。     

长江南通段污染带影响因素研究

通过建立应用贴体坐标系和有限体积法求解的二维水流－水质方程的模型，对潮汐河口南通段污染带的影响因素进行研究。揭示了水深、水面比降、纵向及横向混合系数以及污染物的排放时段与污染带范围的相关关系，并进行了各影响因素的灵敏度分析，对灵敏度大小进行了排序：水深＞水面比降＞横向混合系数＞纵向混合系数＞排放时段。     

Ecological-breaking zone originates and its ecosystems reconstruction in arid area

Ｅｃｏｌｏｇｉｃａｌ－ｂｒｅａｋｉｎｇｚｏｎｅｏｒｉｇｉｎａｔｅｓａｎｄｉｔｓｅｃｏｓｙｓｔｅｍｓｒｅｃｏｎｓｔｒｕｃｔｉｏｎｉｎａｒｉｄａｒｅａ￥ＨｕａｎｇＰｅｉｙｏｕ；ＬｕＺｉｌｉ（ＢｉｏｌｏｇｙＤｅｐａｒｔｍｅｎｔｏｆＸｉｎｊｉａｎｇＵｎｉｖｅ...     

地下水污染潜势评估方法及应用

本文阐述了地下水污染潜势评估的重要性，介绍了三种方法，对其中的废物－土址－地点相互作用列表法作了详细介绍，并将ＷＳＳＩＭ法用于四川省什邡县化工开发区地下不污染潜势估。     

Pressures,trends, and impacts in coastal zones: Interactions between socioeconomic and natural systems

This paper assesses the status of coastal zones in the context of expected climate change and its related impacts, as well as current and future socioeconomic pressures and impacts. It is argued that external stresses and shocks relating to sea-level rise and other changes will tend to exacerbate existing environmental pressures and damage in coastal zones. Coastal zones are under increasing stress because of an interrelated set of planning failures including information, economic market, and policy intervention failures. Moves towards integrated coastal zone management are urgently required to guide the coevolution of natural and human systems. Overtly technocentric claims that assessments of vulnerability undertaken to date are overestimates of likely future damages from global warming are premature. While it is the case that forecasts of sea-level rise have been scaled down, much uncertainty remains over, for example, combined storm, sea surge, and other events. In any case, within the socioeconomic analyses of the problem, resource valuations have been at best only partial and have failed to incorporate sensitivity analysis in terms of the discount rates utilized. This would indicate an underestimation of potential damage costs. Overall, a precautionary approach is justified based on the need to act ahead of adequate information acquisition, economically efficient resource pricing and proactive coastal planning.     

MODELING THE IMPACT OF MULTICOMPONENT VOCs ON GROUND WATER USING THE STEFAN‐MAXWELL EQUATION1

ABSTRACT: Computer programs that model the fate and transport of organic contaminants through porous media typically use Fick's first law to calculate vapor phase diffusion. Fick's first law, however, is limited to the case of a single, dilute species diffusing into a stagnant, high concentration, bulk vapor phase. When dealing with more than one diffusing species and at higher concentrations, the multicomponent coupling effects on vapor phase diffusion and advection of the various constituents become significant. VLEACH, a one‐dimensional finite difference model developed for the U.S. Environmental Protection Agency (USEPA), is typical of the models using Fick's first law to model vapor‐phase diffusion. The VLEACH model was modified to accommodate up to 10 components and to calculate the binary diffusion coefficients for each of the components based on molecular weight, molecular volume, temperature and pressure, and to address the coupling effects on multiple component vapor phase diffusion and its impact on ground water. The resulting model was renamed MC‐CHEMSOIL. At low vapor phase concentrations, MC‐CHEMSOIL predicts identical ground water impacts (dissolved phase loading) to those from VLEACH 2.2a. At higher vapor phase concentrations, however, the relative difference between the models exceeded 20 percent.     

青藏铁路冻土区混凝土灌注桩施工对基础承载安全性影响研究

青藏铁路冻土区的桥梁桩基施工大量采用了钻孔灌注桩,在暖季黄金施工季节中,地基土的回冻时间就不能按照规范来确定。如果不能准确分析回冻时间,在后期架梁等施工操作中很可能会因桩基失效而发生重大安全生产事故,给青藏铁路建设带来严重影响。因此,需根据现场的施工条件确定地基土回冻时间,保证施工安全和高效。为此,笔者对混凝土不同入模温度条件下钻孔灌注桩回冻过程进行了深入研究,从理论和实际上确定桩基周围冻土形成承载力的过程和规律,对今后桩基承载的各个阶段的安全性和可靠度在理论和实践中找到科学的结论。研究中应用青藏高原的各种观测数据、施工数据,根据工程传热学理论加以分析,采用ANSYS工程分析软件进行模拟,得出了较为精确的结果,研究的结论为青藏铁路施工修改施工规范、保障施工安全提供了理论上的依据。