日照港船舶引航系统的设计与应用

根据日照港的实际情况,综合应用高精度GPS定位技术、电子海图显示与信息系统、图像处理技术、船舶自动识别技术、信息融合技术、数据库管理系统等先进技术设计并实现了船舶引航系统,介绍了系统的主要结构、功能及技术特点。实践表明,该系统能够满足船舶引航需要,保障船舶航行安全。     

U6和let-7a作为定量检测miRNAs的内参在大鼠软骨中稳定性的比较

目的比较U6和let-7a两种内参在RT-qPCR方法检测大鼠股骨头软骨样本microRNAs(miRNAs)的稳定性。方法取软骨生成过程的新生(D0)、断乳(D21)、性成熟(D42)3个时间节点的雌性近交系DA大鼠股骨头软骨,提取总RNA,用RT-qPCR方法分别在U6和let-7a两种内参体系下,检测miR-1、-25、-26a、-140、-146a、-150、-181a、-195、-223、-337等的表达,并与课题组前期获得的二代测序绝对定量结果进行比较,综合评价两种内参的稳定性。结果在D42样本中U6(P=0.045)、let-7a(P=0.021 5)的相对值出现了显著性差异;在两种内参体系中miR-26a、-140、-223、-337的表达趋势相同,miR-1、-146a差异无统计学意义,miR-25、-150、-181a、-195都出现了显著性差异(P<0.05)。综合二代测序绝对定量结果比较,let-7a稳定性优于U6。结论 let-7a稳定性优于U6,更适合做软骨miRNA定量的内参。     

双垂直线路桥大型箱梁运输施工技术

为满足施工需要,根据现场实际情况对两种施工方案进行比对分析,选择了小半径大角度转弯运输箱梁的方案。通过对传统轮胎式运梁小车改进,特制出五轴轮胎式运梁小车。采用该运梁小车成功解决了大吨位大跨度大型箱梁在小转弯半径上实现大角度转弯的技术难题。结果表明,特制五轴轮胎式运梁小车是解决狭小施工场地内大角度运梁的有效方法。     

Operational analysis of the contraflow left-turn lane design at signalized intersections in China

The primary objective of the study was to evaluate the impacts of an unconventional left-turn treatment called contraflow left-turn lane (CLL) on the operational performance of left-turn movement at signalized intersections. An analytical model was developed for estimating the capacity of left-turn movement at signalized intersections with the CLL design. The capacity model was calibrated and validated using field data collected at six approaches at five signalized intersections in the city of Handan, China. The results of field data analyses showed that the use of CLL design improved the capacity of left-turn movements. However, the capacity gains with the CLL design were quite stochastic considering the randomness in the arrivals of left-turning vehicles. Analytical delay models were proposed for estimating the delay to left-turning vehicles at intersections with the CLL design. A procedure was also proposed for optimizing the location of the upstream median opening and the green interval of the pre-signal. Simulation analyses were conducted to compare the delay experienced by the left-turning and through vehicles at signalized intersections with the conventional left-turn lane, the CLL and another unconventional left-turn treatment entitled “tandem design”. The results showed that both CLL and tandem designs outperformed conventional left-turn lane design; and the CLL design generated less delay to both the left-turning and through vehicles as compared with the tandem design.     

道路工程的用地困难问题与其“虚属性”的迫切性要求分析

现有工程建设大多面临着直接、机械式的制约后续工程建设用地、后续工程建设持续发展困难的问题。文中从虚工作既不占用时间、也不占用社会生活环节的资源，但它具有时间指标、时间属性虚资源这个角度．提出采用无机动时差的双代号网络进度计划图所实现的“虚工作”的虚特性，解决占地、后续工程持续发展困难等问题的方法。它从虚工作（具有时间属性）的维系客观背景所带来的新的工程客观条件和合乎社会的时代步伐、节拍基础上，解决了工程占地、资源重复利用方面的困扰。它能够满足地区或国家建设领域的稳定、安全发展需要。     

智能网联先导区道路交叉口车路协同系统设计

近年来,车路协同是汽车与交通行业发展的重要方向之一,而车路协同环境建设和推广也成为先导区建设的重中之重。车路协同系统利用无线通信、传感器检测、高精度地图定位、人工智能、计算机等众多技术来获取车辆和道路信息,在实现人、车、路充分协同的同时,从而达到主动提高道路交通安全、最优化利用系统资源、缓解交通拥挤的目标,形成安全、效率、环保的道路交通系统。先导区一般选址在车流量大、道路环境复杂、附近居住人口密集的区域。先导区内汽车智能与网联化测试、V2X场景实现均需要借助于车路协同系统环境。本文介绍了先导区道路交叉口车路协同系统涵盖的技术,以及实现的功能和信息服务场景,并从车端、路端给出了相应场景的解决方案。     

基于Ecotect的T型交叉路口布灯方式仿真分析

为研究灯具布置对T型交叉口的照明影响,通过采用照明仿真软件对T型交叉口的交错式、对称式及中心对称式3种布灯方案进行仿真模拟分析,得到了不同布灯方式下的照明强度。结果表明:在相同灯具及条件下,交错式布灯方案最优,但道路终端灯光光强设置需偏大;对称式方案效果次之,交叉口中心位置照度低;中心对称式集中照明效果最好,但相比交错式及对称试其经济能耗最大。通过照明仿真模拟分析,有效验证了交错式布灯方案在T型交叉口照明设计中的优越性。     

斜井盾构推进系统的栽头调整能力研究

为降低斜井掘进过程中盾构推进系统在栽头调整上存在的主观性与不确定性,从地基沉降量的角度入手,提出栽头的沉降量描述,并基于温克尔弹性地基模型,建立斜井盾构栽头的沉降量描述模型。然后结合载荷对于栽头调整的影响,进一步建立用于描述斜井盾构推进系统栽头调整能力的数学模型,并给出其上下限值的计算条件。基于栽头调整能力的数学模型,以内蒙古新街台格庙煤矿斜井工程为背景,研究隧道设计坡角变化对栽头调整能力的影响。结果表明： 1）随着下坡角度不断增大,推进系统的栽头调整能力的上下限不断下降; 2）随着下坡角度不断增大,盾构下滑力的迅速增长是造成推进系统栽头调整能力不断下降的主要原因。     

Performance evaluation of the inside intersection median-turn lane markings on the mobility and safety performance of signalized intersections in the Philippines and Japan

Signalized intersections are one of the key elements that play a vital role at road networks. The efficiency and safety levels of intersections can affect the operational performance of the whole system. In general, turning traffic, especially median-turning, has always been considered as the most problematic movement in the operation of intersections. This becomes more critical with high turning demand where exclusive turning lanes (single or double) can be assigned to provide larger capacities for these movements and to reduce conflicts with through traffic. However, improper treatment of median-turn lanes could create cross-maneuvering behavior which may limit the expected increase in capacity and create safety issues. Median-turning lane markings are commonly provided at intersections in Japan to guide drivers while turning which is expected to reduce the conflicts among turning traffic. Meanwhile, in the Philippines, exclusive median-turn lanes are installed at intersections without proper treatment which may contribute to the low mobility and safety levels. Therefore, this study evaluated the impact of inside intersection lane markings on the operation of median-turn lanes in terms of mobility and safety. The vehicle maneuver, speed and interactions between the turning traffic were utilized as essential components for the assessment. The empirical analysis shows that conflicting trajectories were present on double turn lanes without median-turn lane markings in the Philippines, which resulted to serious conflicts among the turning vehicles and negatively influenced the turning speed and saturation flow rate of the turn lanes. On the other hand, the turn lane markings in Japan, provided a positive impact to mobility and safety of the turning lanes. Moreover, it was also found that the geometric characteristics and traffic signal phasing scheme highly affects the capacity and safety condition of signalized intersections.