Productivity Growth in the Chinese Economy by Industry and the Role of Foreign Capital

I. IntroductionIt is well known that China’s reform and open-up policy initiated in 1978 had an extremelylarge impact on the Chinese economy. This policy represented an about-face against thetraditional self-reconstruction strategy that China had maintained since the founding ofthe people’s Republic in 1949. Although China’s economy temporarily fell into confusionfor a few years after the Tian-an-men incident in 1989, China continued to record high GDPgrowth. Moreover, after Deng Xiao…     

论西北地区地下水的开发利用与保护

本文通过分析西北地区的水资源时空分布特点和水循环特点、地下水开发利用现状以及开发利用中出现的生态环境问题，总结了西北地区多年来水资源开发利用的成功经验和失败教训，提出今后地下水资源合理开发利用的几点建议：即提高社会对西北地区地下水的认识，适度增大地下水开采；充分发挥地下水的一态环境调节作用，水资源开发与生态环境保护并举；遵循地表水与地下水的多次相互转化规律，提高水资源总体利用率；水资源开发利用与水资源涵养相结合；加强西北地区地下水的调查与研究。     

变差函数在地下水位估值中的应用研究

用数值方法进行地下水水资源评价时 ,需要给出每个节点上的初始地下水位值。本文着重阐述了区域化变量和变差函数及其计算步骤 ,指出变差函数在分析地下水位的空间变异的重要性     

基于遗传算法的门限自回归模型在浅层地下水位预测中的应用

提出了建立门限自回归模型的一种简便通用的方法，用遗传算法可同时优化门限值和自回归系数．实例计算的结果说明了其可行性和有效性．该方法在各种工程时序预测中具有广泛的应用价值     

辽河流域平原区浅层地下水水化学特征和水质状况

本文根据多年地下水水质监测资料和近期实测监测资料,系统地对辽河流域平原区浅层地下水的水化学特征进行了分析,并对浅层地下水的水质类别及水质污染状况进行了分析评价.结果表明:平原区地下水化学类型以重碳酸盐型为主,浅层地下水有污染加重和扩大的趋势.     

加强地下水管理的思路与对策

地下水是水资源不可分割的组成部分,是生态和环境的主要控制因素。作为我国北方地区的主要供水水源,地下水开发规模不断增加,超采以及因超采引发的生态与环境问题日趋突出,南方部分地区特别是沿海和重要城市区,地下水开发带来的问题也越发严重。今后一个时期,要全面推进地下水资源管理,对水资源进行统一调查评价,统一规划和统一调配,加强超采区的治理,遏制地下水超采,加强地下水水质保护,防止地下水污染,逐步实现地下水采补平衡,改善生态与环境,实现地下水资源的可持续利用。     

地下水运动数值模拟过程中边界条件问题探讨

本文对地下水运动数值模拟过程中边界条件的涵义 和处理方法进行了分析和讨论。阐述了边界条件所包含的双重意义。指出随着人类活动影响 强度的日益增大，边界条件的处理要面临一些新的更为复杂的问题。在模型预报之前必须首 先对边界条件做出预报。边界条件的预报既要考虑自然因素的作用，同时也要考虑人类活动 (人工开采和人工补给)的影响及由于邻区水流条件变化而产生的耦合效应。之后，给出了两 个应用实例。     

尾矿堆场对地下水及其水质影响的联合模拟研究

矿产资源开发利用后的废弃物堆场常处水文地质条件复杂、区域内外边界不规整的地带。为了客观评价堆场渗漏对地下水及其水质的影响,本文提出了适宜于复杂水文地质条件、复杂内外边界条件的地下水与地下水中污染物分布规律联合模拟分析的非构造网格FVM数值模型,通过在某化工行业尾矿堆场渗漏评价的具体应用,取得了很满意的结果。     

Optimal Locations of Groundwater Extractions in Coastal Aquifers

A regional water supply management model for coastal aquifers was developed. One of its outcomes is the definition of the optimized locations for groundwater withdrawal. Such a tool permits the analysis of alternative plans for groundwater extraction and the sustainable use of water resources in a coastal aquifer subject to saltwater intrusion. The principal components are the evolutionary optimization and the analytical/numerical simulation models. The optimization technique looks for the best well locations taking into consideration the economic results and the satisfaction of the societal water demand. However these two concerns are conditioned by trying to control the saltwater intrusion, i.e., preserving the environmental equilibrium. The simulation model uses the governing mathematical equations for groundwater movement to find the interface between freshwater and saltwater. Because of the non-linearity in the system and the possibility of a jumping interface, a security distance was defined. This is a controlling variable which can be set by the decision makers. The model was applied to a typical case with interesting results. For example, diagrams showing the relationship between the location of the wells and the security distance(s) are of importance to the managers. It was also crucial to have an understanding of the tradeoffs between groundwater withdrawals, positions of the wells from the coast line, and the security distance. The model was also applied to a real case in order to relate the extractions, distances and artificial recharge (not presented in this paper).     

龙开口水电站溢流坝段动力模型破坏试验研究

采用仿真混凝土材料研究了龙开口水电站溢流坝段在不同因素影响下的动力破坏特征,并通过对6个模型试验结果的分析探讨了溢流坝段的动力破坏机理。试验中考虑了坝体-库水的动力相互作用以及横河向地震动对大坝破坏的影响,采用规范谱波和场地谱波两种地震动激励进行模型超载破坏分析。试验结果为工程设计和评价溢流坝段的抗震性能提供依据。