单细胞凝胶电泳技术在环境污染物检测中的应用

主要介绍了单细胞凝胶电泳技术(SCGE),包括SCGE的原理、方法及其在环境污染物检测中的应用,该技术可用多种污染物的检测且灵敏度高,具有广阔的应用前景。即SCGE对大气污染物、重金属、醛类及辐射污染的检测,具有高度敏感性,是具有广阔应用前景的新技术。     

海水水质评价的倍斜率隶属函数聚类法

建立了宽域式倍斜率聚类的海水水质评价模式，其函数的右侧斜度为左侧斜率的２倍，勿求权重，直接聚类，海水水质评价实例说明，本文模糊综合评判法和灰色聚类法和更为合理，实用。     

考虑SO2环境损害的燃煤电厂脱硫经济性评价

基于“环境成本内部化”的思想，利用广东某燃煤电厂大气污染损害的估算结果，将二氟化硫对环境的损害作为一种环境投资加入到各种脱硫工艺的一次投资中，对目前用于我国火电厂的主要脱硫工艺进行了综合经济评价。结果表明，各种脱硫工艺的投资成本与未考虑环境损害因素时有了显著变化。     

STREAM DISCHARGE PREDICTION VIA A GRID BASED SOIL WATER ROUTING WITH PADDY FIELDS1

ABSTRACT: A grid based daily hydrologic model for a watershed with paddy fields was developed to predict the stream discharge. ASCII formatted elevation, soil, and land use data supported by the GRASS Geographic Information System are used to generate distributed results such as surface runoff and subsurface flow, soil water content, and evapotranspiration. The model uses a single flow path algorithm and simulates a water balance at each grid element. A linear reservoir assumption was used to predict subsurface runoff components. The model was applied to a 75.6 km² watershed located in the middle of South Korea, and observed stream flow hydrographs from 1995 and 1996 were compared to model predictions. The stream flow predictions of 1995 and 1996 generally agreed with the observed flow, resulting in a Nash‐Sutcliffe efficiency R² of 0.60 and 0.62, respectively. The hydraulic conductivity for percolating water through the saturated layer affected baseflow generation. The levee height of the paddy influenced the time and magnitude of the surface runoff, depending on irrigation management. The model will be used for making low flow management decisions by evaluating the role of each land use to stream flow, especially in case of paddy decrease by gradual urbanization of a watershed.     

建筑物塌陷损坏评价的物元模型及其应用

矿产采掘和地下水资源开采造成的地表塌陷是一类较为严重的地质灾害,地表的塌陷必然会对依附于地球表层的建筑物造成不同程度的损害,建筑物损害的量化评价是地表塌陷损害工程评估的一项重要内容。本文应用可拓学的理论和方法,基于可拓学中的可拓集合变换和相关函数分析法,给出了受塌陷影响建筑物损害评价的经典域物元和节域物元,并建立了建筑物损害量化评价的物元模型。通过具体的计算示例说明了该方法的应用步骤,并对该方法的合理性进行了验证,为建筑物塌陷损坏评价提供一种新的方法。     

"四荒地"开发中面临的问题与对策

“四荒地”的开发利用是农业生态环境建设的重要手段和实现农业产业化的重要内容。林业科技成果的配套应用是开发荒山、荒沙、荒地、荒滩地的必然选择，经济、法律和行政手段的综合运用是发展生态经济，实现农业可持续发展的根本保证。     

1996年2月3日云南丽江7.0级地震震害调查和损失评估

对1996年2月3日云南丽江7．0级地震进行了震害调查和损失评估，此次地震造成了重大灾害，死亡309人，重伤4070人，轻伤12987人。房屋破坏、室内财产和生命线工程的直接经济损失总计为30．49亿元。     

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.     

重力式码头的震害预测

本文根据重力式码头的结构地震荷载计算和地震破坏的经验，建立了重力式码头的震害预测方法。并用此方法对烟台港的重力式码头进行了震害预测。     

土-地下结构的非线性动力相互作用——理论及应用

基于土-结构动力相互作用理论，阐述了土-地下结构非线性动力相互作用的基本原理及其建模方法。根据这一方法，对1995年日本阪神地震中震害最为严重的大开地铁车站进行了成灾机理有限元数值模拟分析。分析结果表明：在地震动作用下，车站结构顶板与侧墙的交叉部位，和中柱的顶底端首先发生弯曲破坏而形成塑性铰，使得顶板上覆土的大部分重量传递到由中柱来承担；在由顶板破坏后传来的上覆土重力和地震动在中柱中引起的压应力的共同作用下，中柱发生压曲和弯曲的双重破坏，导致中柱倒塌，进而导致车站顶板塌陷；同时还表明，水平向地震作用仍是造成大开地铁站结构破坏的主要因素。