Biologically induced differences in erodibility and aggregation of subtidal and intertidal sediments: a possible cause for seasonal changes in sediment deposition

This study was carried out to describe the difference in erodibility and aggregation in a tidal basin including both subtidal and intertidal study sites and to use these results to explain the shifting erosion/deposition cycles at the sites. Erosion thresholds, erosion rates and settling velocities of the eroded material were measured at a mudflat transect and at sediment cores taken from a nearby tidal channel during surveys made in May 2000 and March 2002. Surface samples were analysed for grain-size, chl. a content, faecal pellet content, dry bulk density and organic content. Additionally, surface samples were taken at eight occasions in the period January 2002 to May 2003 from shallow tidal channels in the area. These samples were analysed for mud content and showed that major shifts in sediment distribution occurred in the period. The erodibility of the mudflat was generally high due to pelletization by the mudsnail Hydrobia ulvae but close to the salt marsh much lower erodibility was found, probably due to stabilisation by microphytobenthos. In contrast, the erodibility of the channel bed seemed to be very little influenced by biological activity and the relatively low erodibility found here was caused by physical characteristics of the sediment. The sediment eroded from the mudflat was generally strongly pelletized and showed high settling velocities whereas less aggregation and lower settling velocities were found for the channel bed sediments. Temporal variations of the mudflat stability and hydrodynamics resulted in temporal variations of deposition and erosion and the changing stability at the mudflat is likely to be one of the main reasons for a general transport of fine-grained sediment from the mudflat to the channel in the cold seasons and vice versa during the rest of the year.     

关于纯电动面包物流车漏雨问题的分析与研究

文章针对纯电动面包物流车淋雨密封存在的一些漏雨问题,阐述了现状及典型淋雨漏水点,并分析了其漏水原因及进行了优化改善,进一步提高了其一次性淋雨通过率,明显提升了纯电动面包物流车的淋雨密封品质。     

阿拉山口口岸站货运安全问题的分析及对策

针对阿拉山口站货运作业中存在散堆装货物超载、成件小包装货物超载、集装箱偏载等问题,提出严格执行作业流程,约束和规范装载机械司机的操作行为,消除监控盲区,建立抽检制度、建立超偏载检测装置故障停用应急机制,建立装车前对货件标重检斤的制度,约束国外发货人的行为,保证货物装箱质量等保障货物运输安全的对策。     

半刚性基层材料动态模量研究

文章针对我国常用的水泥稳定碎石和二灰稳定碎石两种半刚性材料,通过大量的室内试验研究,建立了两种材料动态模量与无侧限抗压强度和静态模量的关系,为没有条件进行动态模量试验的单位进行路面结构设计提供建议。     

皮匠沟一号隧道塌方原因分析与处理

襄渝铁路二线皮匠沟一号隧道临近既有襄渝线新桥二号隧道左侧,线间距为32～15m,塌方段线间距仅15m,埋深2.1～7.6m。介绍从发现皮匠沟一号隧道局部开裂到初支开裂形成塌方的全过程,分析塌方的原因,提出安全可靠的塌方处理措施。处理过程中,未影响既有线结构安全,顺利完成了塌方段施工。     

论金融危机下汽车行业发展形势

客观分析了全球金融危机对国际和国内汽车产业的影响以及有关汽车企业遭遇极大冲击的主要原因。同时，提出了以坚定的信心克服金融危机给汽车产业造成巨大困难的主张。还进一步论述了中国汽车产业坚持科学发展的重要性和必要性．阐明了平稳的增长速度才是正常的，平稳增长更有利于做强汽车业，平稳增长也有利于社会从容应对和适应汽车化的到来。总之，平稳增长才能保证中国汽车产业又快又好的健康发展。     

国外机车制造业的现状与发展趋势概述

本文以国际知名企业为代表,简要介绍了国外铁道机车制造业的现状与发展趋势。     

我国水运工程科学研究的现状

经过近年来的快速发展,我国的水运工程科学研究已经达到了较高的水平,但距离工程实际的需求还有很大差距,与国外同行业相比有很多不足。文章总结了淤泥质海岸泥沙运动规律,粉沙质海岸泥沙运动规律,海岸动力及沙质海岸泥沙运动规律,山区河流航道整治技术,平原河流航道整治技术,通航枢纽建设关键技术,水工构造物检测、评估与加固技术,环境保护技术,淤泥质海岸港口适航水深应用技术和水动力数值模拟软件包TK-2D等10个方面的研究现状。总结了现场调查和有关资料分析,理论分析研究,物理模型试验研究和数值模拟研究等4种研究手段的发展现状。目的是促进核心技术的形成,提高为重大工程服务的能力和水平,增强国际竞争力。     

浅谈公交车辆前桥工字梁承孔维修工艺

本文介绍了车辆前桥工字梁承孔在行驶当中踩刹车时突然断裂的机械事故的原因，阐述了公交车辆前桥工字梁承孔的重要性，论证了对公交车辆前桥工字梁承孔维修的必要性和重要性，得出了相关的方法和建议。     

某集装箱堆场地基方案设计和评估

已运行了8年的集装箱空箱堆场拟升级为重箱堆场。通过现场勘探和土工试验确定土层当前的设计参数并加以分析计算。结果表明:地基的承载能力和工后沉降不能满足设计荷载要求,提出了分级堆箱预压的解决方案。