农村公路网规划建设的思考

对现有道路投资理论、道路投资主体的变化以及政府职能等影响农村道路网建设的因素进行分析,得出造成农村路网落后的原因。从政治,经济、公平等方面入手,分析农村路网规划建设的必要性以及内在规律性。     

一种改进的Jakes’信道模型及仿真

由于无线通信环境中存在的诸多不确定因素以及其在现代无线通信系统中的重要作用,合理的无线信道成为通信系统仿真研究的重要目的。确立信道仿真模型的目的就是为了尽可能的得到实际信道的统计特性,该文针对Jakes提出的信道模型,通过仿真来分析其局限性,并参考其中的谐波叠加（sum of sinusoids,SOS）法,来建立一种采用了随机分支增益、随机初始相位和有条件的随机多普勒频率改进的信道模型。     

重庆轨道交通3号线检修通道研制

高架跨座式单轨交通的结构特点使得其运营中的检查维修工作难以展开、紧急事故应对能力差,研究设计专门的检修通道迫在眉睫。文章简要介绍重庆轨道交通3号线检修通道的功能、构成、总体设计要求、重点制作工艺,为今后跨座式单轨检修通道的制作提供依据和参考。     

长江南京以下12.5 m深水航道二期工程环境保护工作管理

针对长江南京以下12.5 m深水航道二期工程整治河段多、环境复杂、涉及环境敏感区密集、社会敏感度高等问题,分析工程可能对周边环境造成的影响,明确工程涉及的主要环境问题。通过建立工程环境保护工作管理组织机构及制定环境保护工作管理原则,对工程建设进行全过程环境保护管理。实践表明工程环境保护工作成效显著,实现了工程建设和生态建设的和谐统一。     

The dredging dilemma: Economic development and environmental protection in Oakland Harbor

Abstract

Seaport expansion often generates tensions between the national interest in efficient transport and local interests in water quality and habitat preservation. The governing American permitting system, however, establishes an extraordinarily cumbersome, legalistic, and costly method for balancing environmental and economic considerations. A case study of the Port of Oakland illustrates the tendency. For four years, plans to find an environmentally acceptable site for dredged material have been stymied by a sequence of inconclusive regulatory and judicial proceedings. Meanwhile, large container ships can enter and leave Oakland harbor only at high tide, and not fully loaded. Despite the absence of any authoritative determination concerning environmental risks, the port was compelled to accede to progressively more expensive disposal methods. Such “adversarial legalism”; is not unique to the Oakland harbor case, but recurs in other policy spheres. It stems from a governmental structure that fragments decision‐making power among many agencies, that constrains regulatory discretion with legal demands for scientific certainty, and that by allowing agency decisions to be challenged readily in court, encourages legalistic defensiveness and extortion rather than compromise. The article concludes with a discussion of the conditions under which regional planning bodies might overcome these centrifugal tendencies.     

Reduction of skin friction by microbubbles and its relation with near-wall bubble concentration in a channel

Determination of the flow structure near the wall is essential for a clear insight into the phenomenon of skin friction reduction by microbubbles in a turbulent boundary layer. An important parameter, is the bubble concentration or void fraction in the wall region in drag-reducing conditions. The purpose of this paper is to show drag-reducing effects due to microbubbles in a water channel and, more importantly, to show the dependence of the drag-reduction values on the near-wall void fraction. A two-dimensional channel with an aspect ratio of 10 was specially built for this purpose with provisions for air injection through porous plates. Skin friction was directly measured by a miniature floating element transducer with a 5-mm circular sensing disk mounted flush on the top wall 67 channel-heights downstream of the injector. The wall friction in the presence of air bubbles was found to be reduced under the same bulk velocity when compared with the value without air. Detailed void fraction profiles across the channel were obtained by a sampling probe and a fiber-optic probe. Better collapse of the drag reduction data, independent of different profile shapes, was found when plotted against the near-wall void fraction than against a cross-sectional mean void fraction. While this dependence reconfirms that the phenomena are essentially inner-region dependent, the lack of influence of the bubble distribution patterns away from the wall implies lack of outer region influence.     

基于电子化指挥系统的无线通信的建模与仿真

首先论述了导弹旅电子化指挥系统中无线通信的重要性以及无线通信仿真的必要性，给出了几种典型的无线通信的模型，提出了一种信道仿真实现方法。     

航道整治滩性分析——非冲积性滩险滩性分析

论述了非冲积性滩险类型、基本成因、滩险碍航特点、水流特性及其分析方法。通过滩性分析可以确定滩险成滩水位、最凶水位、消滩水位(流量)的成滩出现时期及滩段凶、险的定量概念。结合滩段地貌、地形特点,确定碍航水流具体成因,并据以制定整治原则和方法。     

草尾河阿弥石至响水坎段航道疏浚及效果分析

根据洞庭湖区草尾河阿弥石至响水坎11km河段滩群碍航特征,提出航道整治原则,通过物理模型试验优化了航道疏浚方案,工程竣工后的实测资料证明,整治效果显著。     

三峡工程下引航道淤积规律和清淤方法

介绍了三峡工程下引航道1998~2004年碍航淤积情况,证明了三峡船闸永久通航期内采用机械疏浚清淤的可行性。