典型计划完成率计算方法研究

科研计划管理是科研计划的编制、执行、调整、考核的全过程。在计划管理诸多要素中,计划考核无疑是计划得以实现的最重要的手段。本文基于这一出发点,结合科研项目计划管理的实际,提出一种典型计划完成率计算方法,构建了该方法的计算模型,并详细论述了该方法的实施细则,这对科研项目的计划管理工作有一定的指导意义。     

交通安全与智能控制专业职业能力评价初探

为适应珠三角地区智能交通发展的人才需求,培养符合市场需求的高级技术运用型人才,文中在分析交通安全与智能控制专业职业与岗位的基础上,构建基于T作过程的课程体系及课程标准,最后探讨交通安令与智能控制专业职业能力评价问题。     

古亭山互通式立交方案设计比选分析

文章基于古亭山互通式立交所处的地形地质概况及其交通量情况,从立交匝道布置及左转匝道主要技术指标方面,对所提出的小环道+半定向混合型设计方案和对称苜蓿叶+半定向混合型设计方案进行了比选,最终选定小环道+半定向混合型方案为可行的立交方案。     

互通立交与服务区、停车区合并设置方案探讨

文章阐述了在条件受限时,一般互通立交与服务区、停车区合并设置在几何设计方面存在的问题,并结合工程实践提出互通立交与服务区、停车区合并设置的建设方案,为今后进一步的研究提供参考。     

连续梁边跨特长现浇段托架设计方案优化分析

连续梁桥边跨现浇段由于长度较大,对托架强度要求较高。文章结合兰渝铁路南充嘉陵江特大桥工程实例,对其60 m连续梁边跨现浇段托架方案进行优化设计,并对比原设计方案从技术与效益两方面进行了比选分析。     

Relationship between phytoplankton bloom and wind stress in the sub-polar frontal area of the Japan/East Sea

The seasonal dynamics of phytoplankton blooms in the central Japan/East Sea (JES) show pronounced year-to-year variability based on Sea-viewing Wide Field-of-view Sensor (SeaWiFS; 19972003) and Moderate Resolution Imaging Spectroradiometer (MODIS)/Terra (20002003) observations. Wind seems to strongly influence this variability. To study the relationship between wind and bloom initiation, we analyzed daily, remotely sensed wind stress data (Active Microwave Instrument–wind [AMI–wind], NASA Scatterometer [NSCAT], and Quick Scatterometer [QuickSCAT]: 19972003) and daily chlorophyll concentrations based on ocean color data (SeaWiFS and MODIS). The results agreed well with the hypotheses; in spring, blooms began 615 days after wind stress weakened. Fall blooms started 39 days after wind strengthened. We also simulated seasonal changes using a simple light–nutrient model using two values for the respiration ratio: 10% and 20%. The use of 20% seemed to reproduce the timing of the spring bloom quite well but underestimated the absolute level of chlorophyll concentration. On the other hand, using 10% produced a better estimation of the chlorophyll concentration but failed to match the timing. Neither of the model runs reproduced the timing of the fall bloom well.     

Mixed manual/semi-automated traffic: a macroscopic analysis

The use of advanced technologies and intelligence in vehicles and infrastructure could make the current highway transportation system much more efficient. Semi-automated vehicles with the capability of automatically following a vehicle in front as long as it is in the same lane and in the vicinity of the forward looking ranging sensor are expected to be deployed in the near future. Their penetration into the current manual traffic will give rise to mixed manual/semi-automated traffic. In this paper, we analyze the fundamental flow–density curve for mixed traffic using flow–density curves for 100% manual and 100% semi-automated traffic. Assuming that semi-automated vehicles use a time headway smaller than today’s manual traffic average due to the use of sensors and actuators, we have shown using the flow–density diagram that the traffic flow rate will increase in mixed traffic. We have also shown that the flow–density curve for mixed traffic is restricted between the flow–density curves for 100% manual and 100% semi-automated traffic. We have presented in a graphical way that the presence of semi-automated vehicles in mixed traffic propagates a shock wave faster than in manual traffic. We have demonstrated that the presence of semi-automated vehicles does not change the total travel time of vehicles in mixed traffic. Though we observed that with 50% semi-automated vehicles a vehicle travels 10.6% more distance than a vehicle in manual traffic for the same time horizon and starting at approximately the same position, this increase is marginal and is within the modeling error. Lastly, we have shown that when shock waves on the highway produce stop-and-go traffic, the average delay experienced by vehicles at standstill is lower in mixed traffic than in manual traffic, while the average number of vehicles at standstill remains unchanged.     

隧道穿越断层破碎带施工方案及力学效应研究

以2022年北京冬季奥林匹克运动会重大交通保障项目延(庆)-崇(礼)高速公路第06标段玉渡山隧道为工程背景,采用FLAC 3D程序研究了隧道穿越F115断层破碎带CD法施工方案,分析拱顶沉降、水平收敛与塑性区范围,依据分析结果并结合现场监测数据,给出了锚-网-喷-钢拱架联合支护方案。研究结果表明:(1)施作支护方案后,隧道穿越断层破碎带段累积拱顶沉降为16.2mm,累积水平收敛量为22.3mm,而现场监测得到的累积拱顶沉降与累积水平收敛分别为19.3mm和26.5mm,二者较为吻合,故在后续隧道穿越断层破碎带CD法施工过程中以数值计算的方式预估隧道累积拱顶沉降、累积水平收敛等相关参数;(2)若数值计算结果显示隧道最大累积拱顶沉降量、最大累积水平收敛量较大、塑性区较为发育时,则隧道存在较大塌方风险;(3)在施作支护方案后,穿越断层破碎带段隧道的累积拱顶沉降量由51.5mm减小至19.3mm,累积水平收敛量由62.7mm减小至26.5mm,有了明显降低,且应力集中得以改善,塑性区范围亦大幅减小,隧道得以顺利穿越断层破碎带。     

图示化牵引变电绘图软件包设计思想和方法

结合可视化编程语言VC＋＋的优点实现和AutoCAD的结合,采用最新的面向对象技术、图示化技术,提出并建立牵引变电绘图软件包开发的方法,通过牵引变电站接线图进行测试分析。     

城市轨道交通越行运行图规划方法及程序实现

研究了快、慢车混行模式下的越行运行图规划方法,通过采用计算机进行局部寻优的方式,合理地解决了该问题,并且可以对越行站设置的合理性进行评估。