基于SegFormer模型的盾构隧道管片间缝高精度测量

为高效准确地测量盾构隧道管片拼装缝隙，构建基于SegFormer模型的管片间缝分割算法，提取管片间缝的灰度空间分布信息，实现对图像特征从粗到精的编码，在捕捉局部精细特征的同时保留管片间缝的全局分布信息，从而提高算法的鲁棒性和准确性。研究表明，基于SegFormer的管片间缝分割算法测量精度在2～3个像素以内。为了便于管片间缝测量算法的应用推广，提出智能手机结合激光测距和双侧补光的方案，将算法部署到云服务器上，通过APP调用的方式实现现场管片间缝的快速测量。与人工测量结果的对比验证表明，利用具有10倍光学变焦性能的手机拍摄5 m以内的管片间缝，物理精度在0.5 mm以内，满足管片间缝测量规范的要求。     

基于Labview的视觉盾尾间隙测量系统研究

盾尾间隙是管片选择的重要依据,间隙过小会造成盾尾与管片发生干扰,降低掘进速度;间隙过大浆液容易将盾尾脂冲破,造成漏浆。为了提高盾尾间隙测量的精准度,确保盾尾间隙变化量在允许范围内,文章研究了一种基于视觉处理的盾尾间隙测量系统,详细说明了整个系统的设计,重点介绍了采集照片后基于Labview的图像处理算法和二维卷积的边缘检测算法,介绍了Labview与PLC的通讯系统及其数据传输。研究结果显示,该测量系统操作方便、精准度较高。     

地铁管片隧道防迷流设计及测量

本文对地铁管片隧道的防迷流设计原理，管片的防迷流制造工艺以及管片的防迷流电气特必的测量方法作了详细介绍。     

南京长江隧道管片结构健康监测系统设计与应用

基于隧道穿越地层的工程地质与水文地质条件、管片布置形式以及隧道结构设计方案,设计了南京长江隧道管片结构健康监测系统,以隧道左线浦口侧江堤下监测环为例,分析了隧道施工阶段管片所受环境地质作用与结构响应状态,确定该阶段内监测环管片结构处于“健康”的工作状态。     

上海崇明越江通道长江隧道工程综述（一）——长江隧道工程设计

介绍了上海长江隧桥（崇明越江通道）工程的建设背景、规模和上海长江隧道建设的自然条件;阐述了工程总体设计方案,以及超大直径盾构隧道管片结构、大深度高水压管片防水、长距离隧道通风系统和防灾体系等关键技术方案;描述了两台Ф15430泥水加压复合盾构机的性能特点;叙述了隧道总体施工方案和盾构隧道施工正面稳定、大直径隧道抗浮、长距离施工测量、内部结构同步施工、成淡交替土层环境条件下连接通道施工等长大越江隧道关键施工技术方案和风险预案措施。     

多相流量计研究进展（一）

综述了近五年内多相汉量计的研究进展；给出了多相流量计的朱理以及未来的发展趋势。文中分别介绍常用的三种类型的流量计，即测量前实行部分分离的测量系统、测量前实施均相化处理的测量系统和测量前不需任何措施的测量系统并列出了典型的流量计型号和结构形式，同时，文中还详细介绍了四种代表最新技术的特殊多相流量计。『     

基于线阵CCD的管径智能测量系统

文中介绍了一种基于线阵CCD的管径智能化测量系统,该系统将4个激光光源、4路CCD安装在一个密闭的空间,具有很强的抗杂光、粉尘等环境干扰的能力及较宽的测量范围,可实现外径为300-1450 mm钢管的外径测量。生产现场测量结果表明：该系统具有测量精度高、稳定性好、效率高、易于操作等特点,并克服了常规手工测量方法在测量大口径管子时表现出测量工具过大过重,操作不便等缺点,可广泛应用于各种管材的在线质量控制及反馈分析。     

随机断面测量系统在隧道、路基放样中的应用

文章主要介绍了随机断面测量系统的功能与特点,结合该系统在乌鞘岭特长隧道及洞外工程中的应用,阐明了系统的应用效果和应用前景.     

双圆隧道管片制作技术

叙述了双圆隧道管片的型式和组成、管片材料的主要技术要求、精度要求及与单圆管片在结构和制作上的区别等；重点介绍了双圆管片制造的工艺及技术；通过对管片制作质量的检验，表明其整体质量已超过了日本同类产品标准。     

高性能混凝土在盾构隧道管片中的应用

文章结合高强混凝土在南京地铁隧道衬砌管片中的应用,探讨了影响高性能混凝土在混凝土管片中应用的因素.高性能混凝土应用于隧道衬砌管片对降低管片造价、增强管片耐久性和抗渗性有重要作用.     

船闸水位与水位差值激光检测系统的原理与实践

介绍了激光水位测量的基本原理和实施的方法,对系统组成、硬件配置、软件功能及实际检测数据进行了比较和验证。应用现代激光测距技术对原韩庄二线船闸的水位测量系统进行升级改造,取得了较理想的效果。     

智能航标光伏发电系统设计探讨

文章介绍了干扰观测法、电导增量法、恒定电压跟踪法等3种太阳能电池最大功率点跟踪控制算法的基本原理,阐述了基于干扰观测理论的智能航标光伏发电系统最大功率点跟踪控制电路及其系统软件的设计程序。     

改扩建高速公路基本路段通行能力研究

文章以沪宁高速公路江苏段桩号为K104＋925两侧加宽（两侧拼接）的扩建基本路段为研究对象,利用VISSIM仿真软件,建立高速公路基本路段仿真模型,模拟车流的运行状态及其随时空变化的过程。通过对仿真运行过程的观察及实测数据的分析,对比研究了扩建前后高速公路基本路段的实际通行能力和服务水平。     

基于GPS和GSM的清管器智能跟踪系统

为了在清管施工中实时跟踪清管器,设计一种基于GPS系统和GSM通信系统的智能清管器跟踪系统,系统包括发射机、中继器和监控系统。发射机搭载在清管器上持续发射电磁信号和静磁信号,中继器预先埋设在设定的跟踪点接收和转发通过信息;清管器通过跟踪点时,中继器接收发射机发出的信号,精确识别出清管器并将通过时间和跟踪点GPS位置信息通过GSM网络发送至监控系统;监控系统接收到信息后,在监控界面地图上实时显示通过位置和通过时间。清管器卡堵时,系统可及时在地图上指示卡堵区间和到达卡堵现场路径。现场应用表明:该系统实现了清管器智能跟踪,通过时间和通过位置记录精确,降低清管施工中安全风险,节约成本。     

运营盾构隧道不同椭圆度变形情况下受力性能分析北大核心CSCD

地下结构施工不当会对邻近既有地铁盾构隧道结构产生巨大影响。文章以广州市某地铁线路下穿施工导致既有运营地铁盾构隧道产生较大变形的工程实例为背景,分析了既有隧道结构因地层损失产生不同椭圆度变形情况下管片结构的受力情况。基于工程实测数据,运用三维有限元分析软件,考虑了管片接头处的螺栓孔等细部构造,研究了管片椭圆度与结构应力状态之间的量化关系,并分析了结构的塑性变形情况及其发展趋势。结果表明:随着盾构隧道管片椭圆度的增大,结构最大主应力值与最大剪应力值均增大,且盾构隧道结构最大剪应力与椭圆度呈线性相关关系;盾构隧道结构最大主应力随椭圆度变化更加明显,与椭圆度呈非线性相关关系。     

Bus dispatching at timed transfer transit stations using bus tracking technology

A timed transfer terminal synchronizes the arrival of incoming vehicles with the departure of outgoing vehicles so as to minimize transfer delays. Most bus timed transfer terminals follow fixed schedules, and do not utilize intelligent transportation systems for vehicle tracking and control. This paper reviews technologies that enable real-time control of timed transfer. We evaluate the benefits of tracking bus locations and executing dynamic schedule control through the simulation of a generic timed transfer terminal under a range of conditions. Based on empirical data collected by the Los Angeles County/Metropolitan Transit Agency, we found delay over segments of long-headway bus lines to be negatively correlated with lateness at the start of the segment, indicating that buses have a tendency to catch up when they fall behind schedule. The simulation analysis showed that the benefit of bus tracking is most significant when one of the buses experiences a major delay, especially when there is a small number of connecting buses.     

Long distance truck tracking from advanced point detectors using a selective weighted Bayesian model

Truck flow patterns are known to vary by season and time-of-day, and to have important implications for freight modeling, highway infrastructure design and operation, and energy and environmental impacts. However, such variations cannot be captured by current truck data sources such as surveys or point detectors. To facilitate development of detailed truck flow pattern data, this paper describes a new truck tracking algorithm that was developed to estimate path flows of trucks by adopting a linear data fusion method utilizing weigh-in-motion (WIM) and inductive loop point detectors. A Selective Weighted Bayesian Model (SWBM) was developed to match individual vehicles between two detector locations using truck physical attributes and inductive waveform signatures. Key feature variables were identified and weighted via Bayesian modeling to improve vehicle matching performance. Data for model development were collected from two WIM sites spanning 26 miles in California where only 11 percent of trucks observed at the downstream site traversed the whole corridor. The tracking model showed 81 percent of correct matching rate to the trucks declared as through trucks from the algorithm. This high accuracy showed that the tracking model is capable of not only correctly matching through vehicles but also successfully filtering out non-through vehicles on this relatively long distance corridor. In addition, the results showed that a Bayesian approach with full integration of two complementary detector data types could successfully track trucks over long distances by minimizing the impacts of measurement variations or errors from the detection systems employed in the tracking process. In a separate case study, the algorithm was implemented over an even longer 65-mile freeway section and demonstrated that the proposed algorithm is capable of providing valuable insights into truck travel patterns and industrial affiliation to yield a comprehensive truck activity data source.     

Arterial travel time estimation based on vehicle re-identification using wireless magnetic sensors

A practical system is described for the real-time estimation of travel time across an arterial segment with multiple intersections. The system relies on matching vehicle signatures from wireless sensors. The sensors provide a noisy magnetic signature of a vehicle and the precise time when it crosses the sensors. A match (re-identification) of signatures at two locations gives the corresponding travel time of the vehicle. The travel times for all matched vehicles yield the travel time distribution. Matching results can be processed to provide other important arterial performance measures including capacity, volume/capacity ratio, queue lengths, and number of vehicles in the link. The matching algorithm is based on a statistical model of the signatures. The statistical model itself is estimated from the data, and does not require measurement of ‘ground truth’. The procedure does not require measurements of signal settings; in fact, signal settings can be inferred from the matched vehicle results. The procedure is tested on a 1.5 km (0.9 mile)-long segment of San Pablo Avenue in Albany, CA, under different traffic conditions. The segment is divided into three links: one link spans four intersections, and two links each span one intersection.     

基于VB和PC-6319的等温输油管路实验数据采集系统

介绍了以VB为软件开发平台,利用PC-6319的丰富资源,构建等温输油管路实验数据采集系统的方法。详细阐述了利用DLL实现对I/O端口的读写得到测量值,给出了PC-6319各通道A/D值的标度变换通用公式,分析和解决了现场变送器的零点迁移问题,提供了对VB编写的系统软件的调试方法。     

A new roadway lighting measurement system

Past studies have shown that the level of roadway lighting is an important factor for nighttime roadway safety. To evaluate roadway lighting systems and maintain their functionality, it is essential to perform field lighting measurements. Currently, field measurements of roadway lighting systems are often conducted by handheld light meters using a short sample section. The evaluation of an entire corridor or a longer section is difficult when using the traditional manual measurement methods. This paper addresses this difficulty by developing a new lighting measurement system that can be used to collect massive amounts of lighting level data in an efficient, safe, and effective manner. The system consists of a light meter, a distance measurement instrument (DMI), a computer, software, and an electronic converter circuit to connect the computer and other hardware. Software was developed for the communication link between the computer and the light meter, and to record both the distance and illuminance data. The system was calibrated and validated with the field data. The new system will not only reduce future data collection costs, but also improve safety for field data collection personnel. The system has been approved for use to collect illuminance data on Florida state roads greater than or equal to 250-miles in length.