西江长洲枢纽库尾段采砂工程对航道通航水流条件的影响

西江航道桂平航运枢纽—长洲水利枢纽之间存在约34 km的水位未衔接段,而大藤峡水利枢纽建设选取的江口料场位于长洲枢纽库区回水末端和上游附近滩段。为研究库尾段采砂工程对上游通航水流条件的影响,须同步考虑上游来水和下游库区回水的变化,建立桂平三江口上游黔江河段16 km和桂平枢纽—长洲枢纽约156 km的长河段二维水流数学模型,分析采砂工程对航道通航水流条件的影响。结果表明,采砂工程实施后上游桂平航运枢纽引航道水位降落0.09 m,布岭沙弯道凸岸侧边滩挖除引起主流一定左偏。整体上,除设计流量外,库尾段采砂工程对航道水流条件影响较小。     

Human driving data-based design of a vehicle adaptive cruise control algorithm

This paper presents a vehicle adaptive cruise control algorithm design with human factors considerations. Adaptive cruise control (ACC) systems should be acceptable to drivers. In order to be acceptable to drivers, the ACC systems need to be designed based on the analysis of human driver driving behaviour. Manual driving characteristics are investigated using real-world driving test data. The goal of the control algorithm is to achieve naturalistic behaviour of the controlled vehicle that would feel natural to the human driver in normal driving situations and to achieve safe vehicle behaviour in severe braking situations in which large decelerations are necessary. A non-dimensional warning index and inverse time-to-collision are used to evaluate driving situations. A confusion matrix method based on natural driving data sets was used to tune control parameters in the proposed ACC system. Using a simulation and a validated vehicle simulator, vehicle following characteristics of the controlled vehicle are compared with real-world manual driving radar sensor data. It is shown that the proposed control strategy can provide with natural following performance similar to human manual driving in both high speed driving and low speed stop-and-go situations and can prevent the vehicle-to-vehicle distance from dropping to an unsafe level in a variety of driving conditions.     

The implications of MARPOL Annex V on the management of ports and coastal communities

Abstract

The passage of the Marine Plastics Pollution Research and Control Act of 1987 (MPPRCA), which codified Annex V of the International Convention for the Prevention of Pollution from Ships (MARPOL), has encompassed every commercial and recreational shipping and boating facility in the United States. As a group, these ports, harbors, and marinas form a significant, although proportionately small, portion of the coastline of the country. More important, the economic benefits derived from the complex shoreside infrastructures required for international ocean trade, commercial and recreational fishing, and pleasure boating indicate just how critical it is for these facilities to be in conformance with effective and prudent coastal zone and environmental management practices.     

特殊挖掘料斗在深水区河道清理中的应用研究

用特殊料斗清理河道具有速度较快、制作简单、投入少、效益高等优点，对特殊挖掘料斗在深水区河道清理中的应用、研究过程进行分析、介绍，有利于施工方案的推广应用。     

铁路桥梁梁端伸缩装置的结构特点探讨

铁路桥梁梁端伸缩装置是大跨度桥梁的重要部件,为实现轨道的连续性和平顺性,需要具备滑动和支撑功能。对国内各种铁路桥梁梁端伸缩装置的结构特点、工作原理以及各自优缺点进行分析对比,目的在于分析出国内自主研发的梁端伸缩装置需要改进的思路和方向。我国要实现铁路桥梁梁端伸缩装置完全自主化,需要吸收国外先进的技术和经验,同时提升自身的制造精度和水平。     

Plan implementation in the Florida keys through land acquisition

Abstract

The Florida Keys are an example of a fragile resource threatened by development. The early division of the area into small lots made conventional planning and regulation difficult. This paper describes the creation of a conservancy for the Keys—the history of development, the conditions necessitating a conservancy, and the political wrangling it took to implement the conservancy.     

商用车结构对通过性的影响

通过性是指车辆通过各种路况的能力。商用车的工作条件各不相同,对通过性的要求也不相同。要正确地认识汽车的最小离地间隙,某车的最小离地间隙比另一车大,不一定它的通过性就比另一车好。对商用车底盘结构、防护装置、底盘零部件、拖带挂车做了通过性分析。     

浅谈对铝合金油箱端盖与壳体配合间隙的改进

铝合金油箱端盖在压型后,变形很大、外形尺寸较大、扭斜、不平整,难以达到装配要求,本文通过使用(自制专用)设备,对压型后的端盖施加外力,改变其外形,从而解决此问题。     

基于深度学习的破碎带盾构施工沉降预测分析

为进一步提高复杂地层条件下盾构沉降预测的准确性，以广州地铁7号线1期工程谢村站-钟村站区间盾构工程为依托，针对破碎带盾构隧道沉降控制难题，提出基于深度学习的人工智能预测模型。通过分析开挖面破碎带分布规律，确定将破碎带面积比作为地层特性参数。采用相关系数矩阵分析不同施工参数与破碎带面积比的相关性，确定采用刀盘转矩代表破碎带面积比实时描述地层分布特性。以刀盘转矩、盾尾间隙与注浆量作为输入值，地面沉降作为输出值训练深度学习模型，并利用训练后的深度学习模型进行沉降预测分析。通过分析预测结果与沉降实测值的对比验证预测模型的有效性。     

关于城市桥梁在8度强震区的抗震设计讨论

为了研究一般跨径城市桥梁在8度地震区的抗震设计方法,文章以具体工程为例,采用规范推荐的参数和公式,拟合出场地在E1和E2作用下水平地震动反应谱;通过有限元建模分析,对规范推荐的延性抗震体系和减隔震体系做了详细的计算和分析,研究结果标明:两种抗震体系均能满足相关规范的设计要求;但是减隔震体系在设计阶段造价更低,震后修复费用也较小,在经济性方面有较大的优势。