一种面向应用的非平面路网数据模型及其实现

已有的路网数据模型有平面模型和非平面模型两类,但它们都没能完全表达空间路网的真实结构。将平面路网数据模型与节点高差以及方向车道结合,提出一种基于非平面的路网数据模型,用以表达实际的非平面路网。同时探讨了基于该模型的一种实现方式,并在广州市智能交通管理指挥系统中得到初步应用。     

Integrating algebraic multigrid method in spatial aggregation of massive trajectory data

The advanced technologies in location-based services and telecom have yield large volumes of trajectory data. Understanding these data effectively requires intuitive yet accurate visual analysis. The visual analysis of massive trajectory data is challenged by the numerous interactions among different locations, which cause massive clutter. This paper presents a new methodology for visual analysis by integrating algebraic multigrid (AMG) method in data aggregation. The non-parametric method helps to build a multi-layer node representation from a graph which is extracted from trajectory data. The comparison with AMG and other methods shows that AMG method is more advanced in both the spatial representation and the importance of nodes. The new method is tested with real-world dataset of cell-phone signalling records in Beijing. The results show that our method is suitable for processing and creating abstraction of massive trajectory dataset, revealing inherent patterns and creating intuitive and vivid flow maps.     

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E) Organisations non Gouvernementales / Non Governmental Organizations

SUMMARY

The evaporation tank consists of a square pan with a flat base, 2 metres long and 0, 7 metre deep, set into the ground with the rim 0, 1 metre above, and connected to a well on which is installed a limnigraph. This limnigraph records continuously fluctuations of the free water surface.

The recordings show that a large amount of water can be evaporated during rainfall. This phenomenon is specific at every evaporation tank with a free water surface. It is only during the dry intervals that a strong correlation can be established between the evaporation measured in the tank and the potential evapotranspiration of the surrounding natural surfaces. In order to locate the dry intervals and to measure the evaporation only during these intervals, it is necessary to use an apparatus provided with a continuous recording mechanism     

Seasonal macrophyte growth constrains extent,but improves quality,of cold-water habitat in a spring-fed river

Rooted aquatic macrophytes affect abiotic conditions in low-gradient rivers by altering channel hydraulics, consuming biologically available nutrients, controlling sediment transport and deposition, and shading the water surface. Due to seasonal macrophyte growth and senescence, the magnitude of these effects may vary temporally. Seasonal changes in aquatic macrophyte biomass, channel roughness and flow velocity, were quantified and trends were related to spatiotemporal patterns in water temperature in a low-gradient, spring-fed river downstream from high-volume, constant-temperature groundwater springs. Between spring and summer, a nearly threefold increase in macrophyte biomass was positively correlated with channel roughness and inversely related to flow velocity. On average, flow velocity declined by 34% during the study period, and channel roughness increased 63% (from 0.064 to 0.104). During the spring and fall period, the location of a minimum water temperature variability “node” migrated upstream more than 4 km, whereas daily maximum water temperature cooled by 2–3°C. Water temperature modelling shows that the longitudinal extent of cold-water habitat was shortened due to increased channel roughness independent of seasonal surface water diversions. These results suggest that macrophyte growth mediates spatiotemporal patterns of water temperature, constraining available cold-water habitat while simultaneously improving its quality. Understanding complex spatial and temporal dynamics between macrophyte growth and water temperature is critical to developing regulatory standards reflective of naturally occurring variability and has important implications for the management and conservation of cold-water biota.     

面板堆石坝垂直缝破坏下三维渗流场有限元模拟

采用改进节点虚流量法求解无压稳定渗流场,并引入无厚度的裂缝模型对破坏的垂直缝渗流行为进行模拟,得到面板堆石坝裂缝渗流问题的有限元分析方法,并编制Fortran程序。以某混凝土面板堆石坝为例,计算了面板单一垂直缝破坏和多条垂直缝破坏条件下的三维渗流场,得到不同条件下渗流场的水头分布、浸润线以及渗漏量,系统分析了面板堆石坝在垂直缝破坏条件下的稳定渗流场规律和特点。结果表明,该方法能对渗流逸出点和浸润线进行准确定位,还能很好地模拟面板垂直缝破坏对坝区渗流场的影响,可以为面板堆石坝的接缝设计提供参考。     

小波包变换中地震信号的结点序号到频带序号的转换算法

利用小波包变换对地震非平稳信号进行处理时,结点与频带之间存在"跳频"现象,基于小波包变换算法以及异或运算,对小波包树频带序号和结点序号的关系进行研究,明确信号子空间频带与小波包树结点的排列规律,同时提出一种从结点序号到频带序号的转换算法。基于MATLAB平台,以唐山(南北向)波为例,验证该算法的正确性。     

扩展有限元法节点加强类型的确定

扩展有限元法的网格剖分不需要考虑裂纹的位置,但计算时需根据计算网格和裂纹位置关系确定加强节点和加强类型。一般根据加强单元类型确定加强节点和加强类型。确定加强单元类型,不仅要考虑裂纹位置,还要考虑单元形状。指出现有文献中只考虑裂纹位置根据节点水平集值判别加强单元类型的不足,提出相应的改进方法。对于复杂形状裂纹,采用水平集法确定加强单元类型并不方便;给出了一种确定加强单元类型、加强节点和加强类型的有效方法,即根据裂纹与单元边界交点数和裂纹拐点位置确定加强单元类型,然后根据加强单元类型确定加强节点及加强类型;给出了该方法详细的执行过程。算例分析表明了本文方法的正确性。     

永安地震台信息节点维护与管理

以福建省地震局永安地震台为例,介绍基层地震台站信息节点及维护管理经验,为其他基层地震台站信息节点的稳定运行提供借鉴与参考。     

基于B-L曲线的河-海划界研究

入海河口是河流向海洋过渡的区域,作为海岸带的一部分,具有独特性与复杂性,基于岸线形态的海岸地貌学指标与众多河口参数具有密切的联系与影响,而以地形节点作为河-海划界方案具备可行性与可操作性。在河流中心线上某点处,定义河流宽度(B)和沿河流中心线到口门处距离(L)的B=f(L)函数来实现河-海划界的定量划分,并对不同类型河口使用该函数曲线寻找地形节点进行河-海划界。结果表明:沙坝或堵塞型河口其地形节点处的河流展宽速率在-0.5~0之间;河道状河口及河网状三角洲其地形节点处的河流展宽速率在0.5~1.2之间;河口湾型河口的地形节点处的河流展宽速率在0.6~1.5之间;喇叭形三角洲河口其地形节点处的河流展宽速率在1.3~4.5之间;鸟足状三角洲和扇形三角洲的入海河口段的河流展宽速率在0~0.2之间,建议以口门处作为地形节点。应用此方法对我国大陆入海河流进行河-海划界,并进行中国大陆河口岸线长度量算,取得良好效果。