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介绍了地质雷达探测的基本原理,并结合工程实例和模拟试验说明了地质雷达的具体应用。通过对地质雷达检测图谱的分析和归类处理,找出目标体的地质雷达图谱特征,为地质雷达在工程中的应用提供了判别依据。 相似文献
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A key factor in determining the performance of a railway system is the speed profile of the trains within the network. There can be significant variation in this speed profile for identical trains on identical routes, depending on how the train is driven. A better understanding and control of speed profiles can therefore offer significant potential for improvements in the performance of railway systems. This paper develops a model to allow the variability of real-life driving profiles of railway vehicles to be quantitatively described and predicted, in order to better account for the effects on the speed profile of the train and hence the performance of the railway network as a whole. The model is validated against data from the Tyne and Wear Metro, and replicates the measured data to a good degree of accuracy. 相似文献
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介绍了既有线钢轨焊接接头焊后热处理、矫直及外形精整综合处理系统的总体结构、主要技术参数和性能特点。现场使用表明,样机采用感应加热、液压四向矫直和固定支点仿形打磨技术,自动化、专业化程度高,满足铁路标准规定的质量要求,提升了既有线维护质量和效率。 相似文献
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Ramp metering has been proven as an effective freeway management strategy; however, the impact of ramp metering on drivers' acceleration behavior has not been fully investigated. A better understanding of acceleration behavior changes with ramp metering is critical to the adequate design of ramp metering facilities. In this study, drivers' speed and acceleration data were collected at two representative metered ramps in Los Angeles, California. The speed and acceleration profiles under meter-on and meter-off scenarios were compared. Statistical results demonstrated that ramp metering affects drivers' acceleration behavior at ramp acceleration lane. It was found that at the metered ramp with short existing acceleration length, the average acceleration rate from ramp meter stop bar to 500 ft downstream under meter-on scenario (4.72 ft./s2) is approximately 40% higher than when meter-off (3.18 ft./s2). The design of acceleration lane length for metered on-ramps should therefore take into account the potential impacts of ramp metering on driver acceleration behavior. 相似文献
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高杉 《辽宁省交通高等专科学校学报》2008,10(1):34-35
介绍利用西门子公司的数控设备SINUMERIK 802D数控系统对SS-13缓进磨床进行数控改造的方案以及设计内容. 相似文献
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软件的黑箱测试是一个面向用户的软件测试方法,当它以运行剖面为基础生成测试案例时,运行剖面的完备性将直接影响其测试结果的可信性,基于知识积累的软件运行剖面生成方法就是试图通过知识的获取和积累使生成的运行剖面日趋完备,从而达到黑箱测试技术在某些特殊的软件测试领域中更具实用和可信。文章讨论了软件 运行剖面的完备性和软件失效类等概念,提出了一种基于知识各界的软件运行剖面生成广阔圾黑箱测试技术,这种技术现已 相似文献
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介绍上海轨道交通一号线102号列车C1车体顶盖结构的设计原理、顶盖各结构件的组成,并阐述大断面铝型材在车体顶盖中的应用,以及标准化、模块化的先进设计理念在顶盖设计中的应用。 相似文献
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Xinkai WuHenry X. Liu 《Transportation Research Part B: Methodological》2011,45(10):1768-1786
In this paper a new traffic flow model for congested arterial networks, named shockwave profile model (SPM), is presented. Taking advantage of the fact that traffic states within a congested link can be simplified as free-flow, saturated, and jammed conditions, SPM simulates traffic dynamics by analytically deriving the trajectories of four major shockwaves: queuing, discharge, departure, and compression waves. Unlike conventional macroscopic models, in which space is often discretized into small cells for numerical solutions, SPM treats each homogeneous road segment with constant capacity as a section; and the queuing dynamics within each section are described by tracing the shockwave fronts. SPM is particularly suitable for simulating traffic flow on congested signalized arterials especially with queue spillover problems, where the steady-state periodic pattern of queue build-up and dissipation process may break down. Depending on when and where spillover occurs along a signalized arterial, a large number of queuing patterns may be possible. Therefore it becomes difficult to apply the conventional approach directly to track shockwave fronts. To overcome this difficulty, a novel approach is proposed as part of the SPM, in which queue spillover is treated as either extending a red phase or creating new smaller cycles, so that the analytical solutions for tracing the shockwave fronts can be easily applied. Since only the essential features of arterial traffic flow, i.e., queue build-up and dissipation, are considered, SPM significantly reduces the computational load and improves the numerical efficiency. We further validated SPM using real-world traffic signal data collected from a major arterial in the Twin Cities. The results clearly demonstrate the effectiveness and accuracy of the model. We expect that in the future this model can be applied in a number of real-time applications such as arterial performance prediction and signal optimization. 相似文献