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。     

提速列车作用下上承式钢板梁受迫振动实验研究

本文通过对京哈线下行大清河桥第9孔33.6m上承式钢板梁桥的现场实验结果的分析，以测试孔跨中实测横、竖向振幅为依据，较为详尽地研究了在提速列车作用下桥梁的自身的动力特性及其在提速列车作用下的动力响应，给出了在不同列车运行速度、不同列车编组情况下桥梁横、竖向振幅以及一阶受迫振动频率的变化关系，并对桥梁在列车通过时的桥梁的振动形态、结构的薄弱点及其加固方向进行了初步的探讨。     

泥岩压实动态分析法定量评价石油初次运移

在分析影响油气初次运移主要因素的基础上，剖析应用泥岩压实静态分析方法研究油气初次运移的局限性，提出应用泥岩压实动态分析方法定量评价油气初次运移的观点，并建立了相应的地质模型、数学模型和模拟流程。以栓辽盆地乾长凹陷为例，对主要烃源层青山口组进行压实动态分析，并估算其油气初次运移量，计算结果与其它多种方法计算结果以及前人计算结果十分接近。     

利用电阻场板提高SOI-LIGBT的性能

通过在SOI-LIGBT中引入电阻场板和一个p-MOSFET结构,IGBT的性能得以大幅提高.p-MOSFET的栅信号由电阻场板分压得到.在IGBT关断过程中,p-MOSFET将被开启,作为阳极短路结构起作用,从而使漂移区的过剩载流子迅速消失,IGBT快速关断.而且由于电场受到电阻场板的影响,使得过剩载流子能沿着一个更宽的通道流过漂移区,几乎消去了普通SOI-LIGBT由于衬偏造成的关断的第二阶段.这两个因素使得新结构的关断时间大大减少.在IGBT的开启状态,由于p-MOSFET不导通,因此器件的开启特性几乎与普通器件一致.模拟结果表明,新结构至少能增加25%的耐压,减少65%的关断时间.     

Viscoelasticity of oxidized starch/low methoxy pectin mixtures in the presence of glucose syrup

The structural properties of mixtures of pectin, oxidized starch and glucose syrup were investigated using small deformation dynamic oscillation. In the absence of added calcium, preparations of low methoxy pectin with glucose syrup formed viscous solutions, which remained crystal-free at subzero temperatures. Samples of oxidized starch and glucose syrup, on the other hand, exhibited solid-like behaviour because of the crystalline nature of the amylose-like helices. Mixtures of the two polysaccharides with the co-solute clearly showed phase inversion from liquid to solid-like behaviour with increasing amounts of starch in the formulation. The transformation was reflected in the textural properties of samples, which varied from thick solutions to firm gels. The viscoelasticity of the system was modified further by the introduction of high methoxy pectin. Preparations of high methoxy pectin and glucose syrup formed rubbery gels whose amorphous nature underwent a glass transition during cooling.     

约束层阻尼夹芯板动态特性分析

本文给出了新的建立约束层阻尼薄板动力学模型的方法。粘弹性材料的本构关系随温度和频率变化,难以对粘弹结构进行动特性分析及控制研究,本文采用GHM方法描述弹性材料的本构关系,将粘弹性材料的动力特性描述与工程上最常用的有限元分析结合起来,建立了悬臂约束层阻尼板的动力学模型,计算了约束层阻尼夹芯悬臂板的模态参数,计算结果同其它方法相比,精度高且更接近于实验结果,同时与ANSYS5.5及NASTRAN70.7的计算结果基本一致,表明本文给出的方法是准确可靠的。     

新型压滤机液压控制系统的研制

 针对压滤机的工艺要求，在对新型压滤机液压控制系统研究设计的基础上，利用功率键合图方法建立了压滤机液压系统数学模型，并运用Matlab语言进行动态特性仿真．在压滤机现场实际运用表明该系统性能达到了预期目标，为压滤机液压系统优化设计提供了依据．     

DC-DC变换器突加负载时的动态性能研究

提出了一种能够有效改善DC-DC变换器动态性能的方案。该方案是在全桥电路基础上并联一单端正激变换电路，使变换器负载从10%轻载突加到100%满载时，其暂态过程小于1μs输出电压达到设计要求。文中对具体电路进行了详细分析，并通过仿真进行了验证。     

基于PLC电液比例控制的液力测功装置开发及其应用

本文介绍一种齿轮动态加载试验规范及技术要求，论述了运用电液比例控制技术所设计的液压加载系统原理及其使用效果，并简述由此构造的液力测功装置的原理与应用前景。