路段动态特征中的交通组成因素研究

基于对交通流建模过程中将车型单一考虑为标准小汽车,忽略了现实交通量中车型的不同构成,本文通过对不同车型的动力特性进行标定,将其特性反映在跟车模型与车道变换模型中,并且利用交通仿真技术,分析了交通量构成对路段行程时间、车速、延误等动态特性指标的影响。     

Bike route choice modeling using GPS data without choice sets of paths

Concerned by the nuisances of motorized travel on urban life, policy makers are faced with the challenge of making cycling a more attractive alternative for everyday transportation. Route choice models can help achieve this objective by gaining insights into the trade-offs cyclists make when choosing their routes and by allowing the effect of infrastructure improvements to be analyzed. We estimate a link-based bike route choice model from a sample of GPS observations in the city of Eugene on a network comprising over 40,000 links. The so-called recursive logit (RL) model (Fosgerau et al., 2013) does not require to sample any choice set of paths. We show the advantages of this approach in the context of prediction by focusing on two applications of the model: link flows and accessibility measures. Compared to the path-based approach which requires to generate choice sets, the RL model proves to make significant gains in computational time and to avoid paradoxical accessibility measure results discussed in previous works, e.g. Nassir et al. (2014).     

深中通道工程对伶仃洋水流环境的影响

伶仃洋是珠江河口东四口门入汇的喇叭状河口湾,径、潮交汇,动力复杂。利用伶仃洋河口潮流数学模型从潮位、流速、流态、动力格局方面探讨了深中通道工程建设对伶仃洋河口潮流动力环境的影响。研究结果表明:深中通道工程建设对伶仃洋潮流动力环境影响的范围和强度均以西人工岛附近为最大,锚碇水域次之,东人工岛及桥区附近相对较小;近岛、桥局部区域潮位及流场的变化比较明显,对伶仃洋滩槽总体格局影响不大。     

磁屏蔽对机车信号环线测试的影响及改进方案

针对传统的机车信号测试环线安装在钢轨内侧轨腰,存在磁屏蔽、安装成本高、施工和维护困难等缺点,在分析了磁屏蔽产生的原因后,设计并实现了一种综合成本低廉、安装方便,避免构成磁屏蔽的机车信号环线测试的技术方案。该技术方案在钢轨上或者水泥地面上通过尼龙支架固定测试环线。实践证明,使用尼龙支架固定测试环线的安装方式效果良好、设计合理,能满足机车信号的正常检测,达到了优化的预期目标。     

GSM-R隧道／桥梁高冗余覆盖解决方案

本文主要介绍怎样为高速GSM—R网络中的隧道、桥梁、沟堑等设计高可靠性的覆盖，并介绍了基站／射频直放站＋天线和基站／光纤直放站＋漏泄电缆＋天线两种基本覆盖方式。     

混合语言编程在船舶水动力计算中的应用

针对VC++具有面向对象特征和开发图形界面方面的强大功能以及FORTRAN语言在数值计算方面的优势,着重介绍了VC++和FORTRAN二种语言混合编程需要的技术要点和实现方法.对混合编程规则中的调用约定、命名约定、数据的交换与传递、多维数组的传递、DLL的调用方式以及DLL的调试进行了详细的阐述,并通过两者的混合编程实现了对船舶水动力的计算.该计算精确而便捷,对船舶操纵预报、安全评估等方面的研究有很大的应用价值.     

An efficient and exact event-based algorithm for solving simplified first order dynamic network loading problems in continuous time

In this paper a novel solution algorithm is proposed for exactly solving simplified first order dynamic network loading (DNL) problems for any generalised network. This DNL solution algorithm, termed eLTM (event-based Link Transmission Model), is based on the seminal Lighthill–Witham–Richards (LWR) model, adopts a triangular fundamental diagram and includes a generalised first order node model formulation. Unlike virtually all DNL solution algorithms, eLTM does not rely on time discretisation, but instead adopts an event based approach. The main advantage of this approach is the possibility of yielding exact results. Furthermore, an approximate version of the same algorithm is introduced. The user can configure an a-priori threshold that dictates the approximation error (measurable a-posteriori). Using this approximation the computational effort required decreases significantly, making it especially suitable for large scale applications. The computational complexity is investigated and results are demonstrated via theoretical and real world case studies. Fixed periods of stationary demands are included adopting a matrix demand profile to mimic basic departure time demand fluctuations. Finally, the information loss of the approximate solution is assessed under different configurations.     

深广中通道东隧西桥方案和全隧方案比选

深广中通道是国务院确定的重大基础设施项目,对南沙、广州、珠三角的未来发展具有重要意义。这样一个重大工程项目,对区域经济和社会发展,对国防、水利、航运等均有深远影响,且耗资巨大,需审慎对待,做好前期的方案比选,选择最优方案,不要使工程建设给国家、社会留下遗憾。对东隧西桥方案和全隧方案,从船舶发展趋势、区域经济发展需求、国防要求、水环境影响、技术等方面进行比选。认为东隧西桥方案,本末倒置,违背了在大江大河上建设通道开展论证的基本要求; 坚持该方案,将造成难以估量的战略损失和不可弥补的历史遗憾。提出3条建议： 1）全隧方案可行,建议采取全隧方案; 2）若有关方面对全隧方案有疑虑,建议参照港珠澳大桥的通航标准,缩短隧道长度,仅广州港主航道段以隧道方式穿越; 3）搁置争议,继续深化论证,待时机成熟时再决定建设。     

基于网片弯折成型的超高索塔钢筋部品装配化施工工法

深中通道伶仃洋大桥塔身钢筋层数多、数量大、结构复杂,施工难度大.为提高混凝土桥塔钢筋部品工业化建造水平,降低作业人员劳动强度和安全风险,深中通道S04标段以"工厂化生产、装配化施工"为总体思路,将绝大部分桥塔钢筋网片的制造转入地面工厂,通过工业化流水线的方式进行钢筋网片生产,对钢筋网片进行整体弯折成型,采用钢筋部品装配...     

深中通道钢壳沉管智能浇筑台车研制及应用

深中通道沉管隧道是世界首例采用钢壳混凝土复合结构的双向八车道沉管隧道,钢壳制造完成后浇筑免振捣自密实混凝土完成管节预制,其中单个标准管节隔仓数量约2200个,混凝土用量约2.9万m3,非标准管节隔仓数量近2000个,混凝土用量最大约2.5万m3.隧道东侧(深圳侧)的4节标准管节和6节变宽非标准管节由S08合同段承担,在...