交错网格中基于波数域插值的波场分离方法研究（英文）

应用多分量地震资料进行成像时通常需要先做波场分离,然后再对分离的波型进行成像。其中,波场分离可以在空间域或波数域实现。然而,由于用交错网格有限差分进行弹性波场数值模拟时,用来进行波数域波场分离的质点振动速度分量定义在不同网格节点上,本文提出了利用波数域插值方法来估算同一网格节点所需质点振动速度值;进而给出了先进行波数域插值后进行波场分离的波数域保幅波场分离方案。数值实验结果表明波数域插值方法具有较高的插值精度且保幅波场分离方法具有较好的保幅性,将本文方法进一步应用于弹性波逆时偏移可以获得保幅性较好的成像结果且对存在一定程度速度误差情况具有较好的适应性。     

Stability of the time‐domain analysis method including a frequency‐dependent soil–foundation system

A number of methods have been proposed that utilize the time‐domain transformations of frequency‐dependent dynamic impedance functions to perform a time‐history analysis. Though these methods have been available in literature for a number of years, the methods exhibit stability issues depending on how the model parameters are calibrated. In this study, a novel method is proposed with which the stability of a numerical integration scheme combined with time‐domain representation of a frequency‐dependent dynamic impedance function can be evaluated. The method is verified with three independent recursive parameter models. The proposed method is expected to be a useful tool in evaluating the potential stability issue of a time‐domain analysis before running a full‐fledged nonlinear time‐domain analysis of a soil–structure system in which the dynamic impedance of a soil–foundation system is represented with a recursive parameter model. Copyright © 2015 John Wiley & Sons, Ltd.     

“一带一路”国家天然气供需特征及相关建议

能源合作是“一带一路”战略的重要内容,我国作为世界最大的能源消费国,每年要从世界各地进口大量能源资源特别是油气资源,并且对外依存度逐年攀升,油气安全问题令人担忧。实施“一带一路”战略,加强与沿途国家的能源合作,能为我国能源安全提供保障。天然气作为清洁、高效能源,对缓解能源短缺和环境污染具有重要作用,在世界能源消费结构中占据重要地位。通过对“一带一路”主要能源国家天然气产量、消费量、进/出口贸易量数据的搜集与分析,明确了主要国家天然气供需及贸易特点,并且提出了一些在“一带一路”合作框架下更有力地发展我国天然气行业的建议。     

对迭代法位场向下延拓方法的剖析

位场向下延拓迭代法的实质内容是"向上延拓而不是向下延拓"和以"迭代的结果趋近于观测值"为标准的操作过程。根据数据操作流程剖析了位场向下延拓迭代法的运行机制,得到了迭代数据在空间域的变化规律,即用迭代法将观测高度的位场向下延拓一个深度h。这实际上是通过不同高度的向上延拓来实现的。也就是说,迭代次数增加一次,涉及的上延平面就增大一个h的高度。一般地,迭代次数n与上延高度h的关系为n~(n+1)h。在空间域中,初值、上延结果、差以及每一次校正后的结果都能用满足莱布尼兹定理的交错级数表示,从而得出了迭代法能够收敛的结论;或者,以"观测高度上的实测值与计算值的差值小到可以忽略"为标准,从数学上也能证明迭代法能够收敛。数学推论和模型试验结果说明了迭代的位场初值可以任意给定。在实际操作中,迭代误差标准的影响和由于迭代误差标准不恰当可能出现不能达到迭代标准的情况,需引起注意,也值得进一步研究。     

互联网文本蕴含道路交通信息抽取的模式匹配方法

互联网页面和社交网络文本中蕴含丰富的道路交通信息,是其他交通信息采集平台的有效补充。然而,自然语言文本形式的交通信息多以线性参考或地标方位描述交通事件空间位置,且大量存在事件元素缺失或隐含现象,对交通信息的自动化抽取有着较大影响。考虑到交通信息的自然语言表达方式虽然自由随意,但表达模式相对固定,提出一种从互联网文本中抽取道路交通信息的模式匹配方法。首先,基于道路交通事件描述的语言特征构建模式库;然后,以特征词词性序列的形式表达互联网文本和抽取模式,利用DTW距离度量序列相似度,实现抽取模式匹配;最后,在匹配抽取模式和填补规则指导下获取结构化的道路交通信息。由上海市城市交通相关门户网站和微博客平台的实验过程显示,本文所提出的模式匹配方法,抽取道路交通信息的准确率和召回率分别达到90%和80%以上,表明该方法能有效抽取互联网文本蕴含的道路交通信息,且实现过程相对简单,易于扩展,具有可用性。     

顾及空间冲突的等级道路网变比例尺二次规划模型

变比例尺可视化技术被广泛应用于城市路网的地图制图,其基本思想是采用较大比例尺突出显示城区的密集道路,较小比例尺显示并不重要但对路网布局起辅助作用的周边道路。目前,不少研究是通过使用坐标转换公式及参数组合对路网进行变换,以得到较理想的变比例尺效果。然而,这类方法常难以避免路网较大的变形和道路要素的空间冲突。鉴此,本文结合顾及道路等级的形变约束规则和基于支持向量机的线相交约束规则,建立了二次规划算法的等级道路网变比例尺模型,动态优化道路网变比例尺的效果。本文以广州市增城区规划建设的“一核三区”道路网作为试验对象,分别与可调“放大镜”式地图投影和Focus+Glue+Context模型进行比较。实验结果表明,本模型能得到较为理想的变比例尺效果,且具有良好的自适应性和实用价值,为地图变比例尺可视化研究提供一种可控制地图变形过大和解决空间冲突问题的新方法。     

一种面向海量浮动车数据的地图匹配方法

浮动车数据已广泛应用于交通监管、智能出行、城市规划等领域,地图匹配是浮动车数据关键技术之一,保障匹配算法精度的同时提高匹配效率,是面向海量浮动车数据地图匹配方法的难点。本文提出一种基于HMM（Hidden Markov Model）的地图匹配模型,相对传统模型尝试了多个方面的改进：在发射概率计算中引入航向角变量,并探讨了该变量对模型精度的影响;以格网对路网进行划分,构建哈希索引,实现候选路段快速查找;采用路径无权距离替代路径实际距离,并对路网进行预处理,根据浮动车有限时间内的活动范围构建路段转移矩阵,实现路段转移概率快速计算,以减小路径匹配算法时间复杂度。将模型应用于北京出租车轨迹数据匹配结果表明,对于采样时间间隔在1~120 s的浮动车数据模型切实可行。在满足匹配精度应用需求的前提下,模型效率有了较大幅度提升,能有效应用于海量浮动车数据地图匹配。     

车辆碾压对沙质草原表土物理力学性质的影响

通过野外现场调查、载荷试验、轻型圆锥动力触探、车辆碾压原状草地观测试验及室内试验方法,对呼伦贝尔沙质草原不同碾压程度表层沙土物理力学性质及变形和剪切破坏特征进行研究。结果表明:碾压使上软下硬高压缩性的原状表层沙土因应力集中产生振动密实沉降、塑性变形,直接破坏表土层原状结构。碾压程度越大,沙土密实度越高、抗剪强度越大、承载力越高。碾压形成上硬下软土层,因强度不足发生整体剪切破坏,塑性变形区的沙土在重复荷载作用下产生振动蠕变及砂土液化,使土层强度、稳定性显著降低。车辆碾压可直接或间接破坏沙质草原表层沙土,加剧土层破口形成及扩大,加速草原沙漠化。     

Evolution,accessibility and dynamics of road networks in China from 1600 BC to 1900 AD

Before the emergence of modern modes of transport, the traditional road infrastructure was the major historical means of carrying out nationwide socio-economic exchange. However, the history of transport infrastructure has received little attention from researchers. Given this background, the work reported here examined the long-term development of transport networks in China. The national road network was selected for study and the 3500 years from 1600 BC to 1900 AD was chosen as the study period. Indicators were designed for the maturity level of road networks and an accessibility model was developed for the paths of the shortest distance. The evolution of the road network in China since the Shang Dynasty (1600 BC) was described and its major features were summarized to reveal long-term regularities. The maturity level of the road network and its accessibility was assessed and regions with good and poor networks were identified. The relationship between China’s natural, social, and economic systems and the road network were discussed. Our analysis shows that the road network in China has a number of long-term regularities. The continuously expanding road network follows a path of inland expansion especially towards the border areas. However, its coverage and accessibility are characterized by a core-peripheral configuration, which has close relationships with, not only the natural conditions, but also national defense and warfare. The centralization of national power, national land governance, postal transport, the transport of specialized cargos, and international trade are also related to the development of the road network. This research draws attention to the evolving regularities of transport networks.     

Factors affecting rill erosion of unpaved loess roads in China

This study explores factors that affect road surface erosion in a small watershed on the Loess Plateau. Global positioning system (GPS)‐assisted field surveys and geographical information system methods were applied. The results show that road surface rills in the watershed are more easily formed on main roads, which are disturbed by intensive human activities. Secondary unpaved road networks occupied the largest road surface area and contributed 49% of the total road surface rill volumes. Spatial analysis reveals that roads near residential areas or leading to other human‐disturbed land‐use types are at high risk of soil loss. In each road segment, slope gradient, road segment length and drainage area have impacts on surface rill formation and development. Among these factors, slope gradients have been verified as a controlling factor of rill erosion intensification. Both road segment length (R = 0.83, N = 82) and drainage area (R = 0.72 for road segment and 0.76 for upslope drainage areas, N = 82) significantly influence total road surface rill volumes. The interaction variable of road segment length multiplied by slope is more closely correlated with road segment soil loss than that of the independent variables alone. Linear equations composed of slope gradient, road segment length and upslope drainage area are proposed. The new equation performs much better at predicting surface soil loss from secondary road segments compared with the previous models, which have not considered upslope drainage areas. The relationships and equations from this study will be helpful for road erosion evaluation in a small watershed of the study area. Copyright © 2014 John Wiley & Sons, Ltd.