环境污染事故应急监测技术管理系统开发初探

通过实际开发研制突发性环境污染事故应急监测技术管理系统,对其开发思路、研制过程进行了探讨,并对系统的功能、特点及数据库结构进行了简单介绍,总结出此类系统的开发经验及实践应用效果,并对下一步的开发完善进行了展望。     

中文Windows环境下的海上溢油预报系统

本文以辽东湾为示范海区，建立了中文Ｗｉｎｄｏｗｓ环境下的海上溢油预报系统。采用已经验证的环境动力和溢油行为模型，可提供海面油膜的位置和覆盖面积，水体中油的浓度分布以及溢油的比重、粘度、蒸发量、残留量、平均厚度等物化参数的实时预报信息，或用于溢油的环境风险评价。系统界面友好，输入方便，操作简单，反应快捷、后处理功能完备，并具有可扩充性。     

空气自动监测系统软件开发及数据整合模式探讨

空气自动监测系统的仪器仪表多样化，以及数据采集装置和数据格式的差异，给系统软硬件的集成，以及数据应用和管理带来了不便，也是构成空气自动监测信息化进程中的技术瓶颈之一，通过对空气自动监测系统软件开发和数据整合模式的对比分析，探讨了解决问题的途径。     

Do changes in risk-taking affect habitat shifts of sticklebacks?

The distribution of individuals is often the outcome of conflicting demands, such as between predator avoidance and reproduction. A factor that has seldom been considered in studies on habitat choice is time-dependent changes in risk-taking. We investigated the distribution of threespine sticklebacks, Gasterosteus aculeatus, over two breeding seasons and found it to change with time towards shallower areas with a more open habitat structure. Shallow and structurally less complex habitats were probably favorable due to a higher reproductive rate, but costly due to an increased risk of predation. Contrary to expectation, changing predation pressure was not a predictor of the shift in habitat use and, thus, not the proximate cue. Instead date was the main predictor. This suggests that increased risk-taking in relation to predation contributed to the habitat shift. The possibility was supported by a laboratory experiment that showed sticklebacks to take larger risks and prefer more predator-exposed areas at the end of the season than at the start of the season. These results demonstrate that temporal changes in risk-taking occur and can influence habitat choice, which points to the importance of considering risk-taking, in addition to predation pressure, when studying the effect of predators on distribution.Communicated by J. Krause     

正确认识和合理开发管理信息系统(MIS)

本文阐述了如何正确认识MIS，以及MIS在企业管理中的作用．强调在开发过程中用科学的方法指导MIS开发的全过程，以提高MIS开发的成功率．     

Establishing Representative No-Take Areas in the Great Barrier Reef: Large-Scale Implementation of Theory on Marine Protected Areas

Abstract:  The Great Barrier Reef Marine Park, an area almost the size of Japan, has a new network of no-take areas that significantly improves the protection of biodiversity. The new marine park zoning implements, in a quantitative manner, many of the theoretical design principles discussed in the literature. For example, the new network of no-take areas has at least 20% protection per "bioregion," minimum levels of protection for all known habitats and special or unique features, and minimum sizes for no-take areas of at least 10 or 20 km across at the smallest diameter. Overall, more than 33% of the Great Barrier Reef Marine Park is now in no-take areas (previously 4.5%). The steps taken leading to this outcome were to clarify to the interested public why the existing level of protection was inadequate; detail the conservation objectives of establishing new no-take areas; work with relevant and independent experts to define, and contribute to, the best scientific process to deliver on the objectives; describe the biodiversity (e.g., map bioregions); define operational principles needed to achieve the objectives; invite community input on all of the above; gather and layer the data gathered in round-table discussions; report the degree of achievement of principles for various options of no-take areas; and determine how to address negative impacts. Some of the key success factors in this case have global relevance and include focusing initial communication on the problem to be addressed; applying the precautionary principle; using independent experts; facilitating input to decision making; conducting extensive and participatory consultation; having an existing marine park that encompassed much of the ecosystem; having legislative power under federal law; developing high-level support; ensuring agency priority and ownership; and being able to address the issue of displaced fishers.     

高层建筑承受纵向地震波时的安全核算构想

高层建筑可预期的灾变非至一端，这里仅探讨高层建筑的抗震性能问题。地震过程中楼体受到的是地震波和自身固有频率的共同作用，此时楼体是一个多维动态系统，其应力状态比传统方法所描述的力学模型要复杂行多。本文应用ANSYS三维仿真有限元软件，采用单点响应谱的方法，对楼体在纵向地震波作用下的应力状态和变形情况进行了分析。对楼体构件单元型式的选择、网格密度的确定、有限元模型的建立等也提出了自己的见解。在后处理中，用列表和图形的方式显示了楼体的位移和应用状态。     

公路建设项目环境影响评价软件RoadEIA介绍

介绍了公路建设项目环境影响评价软件RoadEIA的框架及软件各部分的功能，举了一个用该软件进行评价的工程实例，最后分析总结了该软件的特点。     

公路隧道信息化施工与计算机辅助决策系统研究

结合公路隧道建设实例,通过需求分析,提出了公路隧道信息化施工与计算机辅助决策系统的总体思路。利用数据库技术与软件工程技术,对此系统进行了详细设计,并开发了此软件系(Tunnel-CAS)。该软件系统集围岩类别智能判别、围岩应力分析与预测、围岩变形分析与预测和围岩支护结构安全性判别四大功能于一体,具有友好的用户界面。     

基于扇区单元的航路交通流复杂度研究

空中交通航路交通流复杂度越来越高,威胁整个航路的正常运行,严重时甚至影响航空器的运行安全。为研究和解决扇区航路交通流复杂度较高的问题,了解了造成航路交通流复杂度较高的原因。基于航空器的基本运动学方程,列出了航空器运动过程中27种典型的飞行状态组合。考虑航空器的临近效应、速度差异和汇聚梯度3个影响航路交通流复杂度的主要因素,分别建立了相应的测量模型,从3个方面研究对航路交通流复杂度造成的影响,然后采用加权求和的方式求得三方面综合对航路交通流复杂度的影响程度。以雷达模拟机数据作为仿真验证对象,通过MATLAB软件对建立的模型进行了仿真验证