基于符号集合近似的城市轨道交通站点分类研究

轨道站点是城市轨道交通基本线网系统中的关键节点,科学的轨道站点分类,对了解城市功能分区及评价轨道交通基础设施建设情况具有重要意义。轨道交通站点时间序列客观记录了所观测的站点在各个时刻点的重要信息,研究其时间序列聚类,是认识和理解轨道交通站点时间序列形成本质的重要手段,也是挖掘轨道交通站点时间序列中隐含的有较高价值规律知识的重要方法。本文以北京IC卡轨道站点刷卡数据为研究对象,提出了描述轨道站点的4个数据集,即工作日进站数据集(WB)、工作日出站数据集(WA)、休息日进站数据集(RB)和休息日出站数据集(RA);并首次引入时间序列分析方法（符号集合近似(SAX)方法）对4个数据集进行聚类分析,实现了高维数据的有效降维和轨道站点之间的相似性度量。采用层次聚类方法并根据聚类有效性DB指数确定将195个站点分为8类更为合理。通过分析每类站点的日客流特征和空间位置分布情况,为轨道交通站点规划设计和管理服务提供一定的客观参考依据。     

重复地震识别的参数选取综述

分析滤波频段、台站密度及互相关系数阈值等参数的选取与重复地震识别率的关系,对“波形相关”意义上的重复地震与物理意义上震源区的重复地震之间的关系进行定性讨论。结果表明,尽可能增加可用台站数、多使用近震资料、选取约0.2～20 Hz的滤波频段及不小于0.8的互相关系数阈值,可以较好地识别重复地震。此外,当重复地震事件MS ≥ 4.5时,两个事件的震源区至少有部分重合。     

联合低轨卫星和地面监测站数据确定导航卫星轨道

探讨同时利用星载数据和地面监测站数据进行导航卫星联合定轨的方法。为验证该方法的有效性,利用2011-03-16~31中国境内7个GPS监测站的观测数据和GRACE-A&B星载数据进行定轨实验。结果表明,在7个国内监测站基础上,加入一颗低轨卫星（GRACE-B）星载GPS数据,GPS可见弧段增加约14%,卫星径向、切向和法向（R、T、N）定轨精度可分别提高约35%、44%和45%;若同时加入GRACE-A和GRACE-B星载数据,可见弧段增加约18%,R、T、N分量精度分别提高约51%、60%和62%。该方法为区域监测站布设条件下导航卫星定轨精度的提升提供了一种新思路。     

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。     

长航道乘潮水位计算新方法研究及应用

随着航道建设规模和航道里程增加,长航道乘潮水位的计算成为航道设计遇到的新技术难题之一。针对多潮位站控制长航道乘潮水位计算问题,提出了乘潮水位计算的多站联合典型潮曲线法。通过构建典型潮曲线,使乘潮累积频率、乘潮历时、潮波传播延时和潮波变形等关键要素同时呈现。基于构建的典型潮曲线,进一步探讨了长航道全程同一乘潮水位、分段变乘潮水位,以及进港、出港等不同情况下乘潮水位的设计取值方法,并以珠江崖门航道为例进行了实例分析,进一步说明了本方法的实用可行。     

Assessment of liquefaction evaluation procedures and severity index frameworks at Christchurch strong motion stations

The objective of the study presented herein is to assess three commonly used CPT-based liquefaction evaluation procedures and three liquefaction severity index frameworks using data from the 2010–2011 Canterbury earthquake sequence. Specifically, post-event field observations, ground motion recordings, and results from a recently completed extensive geotechnical site investigation programme at selected strong motion stations (SMSs) in the city of Christchurch and surrounding towns are used herein. Unlike similar studies that used data from free-field sites, accelerogram characteristics at the SMS locations can be used to assess the performance of liquefaction evaluation procedures prior to their use in the computation of surficial manifestation severity indices. Results from this study indicate that for cases with evidence of liquefaction triggering in the accelerograms, the majority of liquefaction evaluation procedures yielded correct predictions, regardless of whether surficial manifestation of liquefaction was evident or not. For cases with no evidence of liquefaction in the accelerograms (and no observed surficial evidence of liquefaction triggering), the majority of liquefaction evaluation procedures predicted liquefaction was triggered. When all cases are used to assess the performance of liquefaction severity index frameworks, a poor correlation is shown between the observed severity of liquefaction surface manifestation and the calculated severity indices. However, only using those cases where the liquefaction evaluation procedures yielded correct predictions, there is an improvement in the correlation, with the Liquefaction Severity Number (LSN) being the best performing of the frameworks investigated herein. However scatter in the relationship between the observed and calculated surficial manifestation still remains for all liquefaction severity index frameworks.     

Representativeness of Four Precipitation Observational Networks of China

Four precipitation observational networks with varied station densities are maintained in China. They are: the Global Climate Observation System (GCOS) Surface Network (GSN), the national Reference Climate Network (RCN), the national Basic Meteorological Network (BMN), and the national Ordinary Meteorological Network (OMN). The GSN, RCN, BMN, and the merged network of RCN and BMN (R&B) have been widely used in climatology and climate change studies. In this paper, the impact of the usage of different networks on the precipitation climatology of China is evaluated by using the merged dataset of All Station Network (ASN) as a benchmark. The results show that all networks can capture the main features of the country average precipitation and its changing trends. The differences of average annual precipitation of the various networks from that of the ASN are less than 50 mm ( 10%). All networks can successfully detect the rising trend of the average annual precipitation during 1961-2009, with the R&B exhibiting the best representativeness (only 2.90% relative difference) and the GSN the poorest (39.77%). As to the change trends of country average monthly precipitation, the networks can be ranked in descending order as R&B (1.27%), RCN (2.35%), BMN (4.17%), and GSN (7.46%), and larger relative differences appear from August to November. The networks produce quite consistent spatial patterns of annual precipitation change trends, and all show an increasing trend of precipitation in Northwest and Southeast China, and a decreasing trend in North China, Northeast China, and parts of central China. However, the representativeness of the BMN and R&B are better in annual and seasonal precipitation trends, in spite of the fact that they are still far from satisfactory. The relative differences of trends in some months and regions even reach more than 50%. The results also show that the representativeness of the RCN for country average precipitation is higher than that of the BMN because the RCN has a more homogeneous distribution of stations.     

搞好基层气象档案工作的几点思考

随着气象事业的快速发展，基层气象部门的档案管理工作逐步走向规范化、制度化、科学化。本文分析了基层气象档案管理工作中存在的问题，提出了改进和做好基层气象档案工作的意见。     

Accuracy of GPS-derived relative positions as a function of interstation distance and observing-session duration

 Ten days of GPS data from 1998 were processed to determine how the accuracy of a derived three-dimensional relative position vector between GPS antennas depends on the chord distance (denoted L) between these antennas and on the duration of the GPS observing session (denoted T). It was found that the dependence of accuracy on L is negligibly small when (a) using the `final' GPS satellite orbits disseminated by the International GPS Service, (b) fixing integer ambiguities, (c) estimating appropriate neutral-atmosphere-delay parameters, (d) 26 km ≤ L ≤ 300 km, and (e) 4 h ≤T ≤ 24 h. Under these same conditions, the standard error for the relative position in the north–south dimension (denoted S _n and expressed in mm) is adequately approximated by the equation S _n =k _n /T ^0.5 with k _n =9.5 ± 2.1 mm · h^0.5 and T expressed in hours. Similarly, the standard errors for the relative position in the east–west and in the up-down dimensions are adequately approximated by the equations S _e =k _e /T ^0.5 and S _u =k _u /T ^0.5, respectively, with k _e =9.9 ± 3.1 mm · h^0.5 and k _u =36.5 ± 9.1 mm · h^0.5. Received: 5 February 2001 / Accepted: 14 May 2001     

水位改正中"虚拟验潮站"的快速内插

认为分带法水位改正就是在现有验潮站的基础上内插出若干“虚拟验潮站”，每个“虚拟验潮站”应有自己的编号，控制范围和水位数据，文中对分带法的新解释有利于计算机编程实现。