生态城市与水利现代化

对天津及其滨海新区生态城市水利建设进行了分析。研究了在淡水资源极度匮乏的条件下,有效开发利用非常规水资源的必要性、重要性和现实性。认为天津市对水资源应遵循节水、治污、高效配置,妥善处理生活、生产、生态之间的关系,力求平衡调配。供水水源应是多元的,增加非常规水资源(污水、海/咸水、雨/洪水)的利用,同时增加可用地下水,外调来水等,逐步进入可持续发展配置。     

苏州中心城区功能弱化原因及其对策探析

在对苏州中心城区综合功能弱化实证分析的基础上．从中心城市和县(市)博弈的角度阐述其弱化的原因。并从转变职能，整合空间和塑造特色三个方面探讨增强中心城区竞争力的若干途径。     

城市RBD的成长机制与产业结构演变研究——以深圳华侨城为例

深圳华侨城是一个持续成长的休闲商务中心区的典型范例.在华侨城的成长和产业变迁过程中,休闲商务的发展具有很强的影响力.从城市边缘的华侨农场逐步发展为现代化城市中心区的RBD,华侨城演变的动力直接来源于4个方面:政策导向、市场导向、所有制导向和城市化导向.     

广电城域网中IP地址的规划

介绍广电城域网IP地址规划、分配的原则和方法以及利用IP地址计算器工具软件协助实现IP地址的计算等。     

城市人行桥若干问题浅议

研究了城市人行桥的景观问题,对人行桥中采用的新结构形式、新材料、新工艺的使用进行了深入探讨,最后分析了城市人行桥上广告的设置,使人行桥为协调的环境更添一份生趣。     

宝鸡民营钛工业发展现状

介绍了宝鸡民营钛工业在新材料、新技术、新设备、新应用方面的进展,提供了市场需求与发展前景方面的相关信息,并对中小型钛加工企业的发展提出建议。     

海绵钛产品的现状及市场发展前景

论述了海绵钛产品的国内外生产研究现状、应用、市场前景及世界各国的发展情况。综观国内外情况，指出我国钛工业市场前景广阔，有很大的发展潜力，海绵钛工业需要进一步扩大规模，钛材加工业需要进一步状大。     

运用信息通信技术建设城市应急平台初探

由于非传统安全涵义的不断拓展,尤其是城市建筑、交通、能源、水电、通讯等构成要素的日益多元化和社会公众对＂安全指数＂的迫切需求,为有效整合社会资源,形成社会合力,完善应对机制,设置由反城市恐怖及防灾减灾和公共卫生等专业人员组成的＂城市应急指挥中心＂机构,具有重大的意义。文章探讨了运用信息通信技术及设备建设城市应急平台。     

海绵城市建设的技术装备应用综述

结合某区域海绵城市建设,从源头减排、过程控制、系统治理3个方面重点介绍了透水铺装、CSO调蓄池、一体化水处理设备等项目各阶段涉及的主要技术装备。同时,归纳总结了各阶段其他技术装备的特点及适用条件,指出海绵城市建设技术装备体系将向预制化、集成化和运程简易化方向发展。     

Performance of lot-level low impact development technologies under historical and climate change scenarios

Low impact development (LID) systems have potential to make urban cities more sustainable and resilient, particularly under challenging climate conditions. To quantify performance capabilities, modeling results for an array of combinations of LIDs are described using PCSWMM at lot-level to examine performance of individual LIDs on volume and peak flow reductions. Among the four LIDs studied: rain barrel (RB), vegetative swale (VS), bioretention cell (BC), and permeable pavement (PP), PP at lot-level demonstrated the best capability for reducing surface runoff volumes and peak runoff rates under historical weather conditions, while BC showed similar capability for reduction of runoff volumes but minimal peak flow reduction. With PP as the controlling method at lot-level, the maximum percentage reduction of runoff volume for a 2-year storm is 58% whereas for a 100-year storm, the runoff volume reduction is 20%. These results mean the extent of flooding that may arise from the 100-year storm is reduced, but not eliminated. Effectively, the 100-year storm volumes with LID are devolved to have flooding equivalent to a 25-year storm. Under climate change scenarios, performance for all LIDs declined at various levels, where BC was the most resilient LID for a climate change scenario, such that projected 2-year or 5-year storms with climate change will have its impact devolved with LID in place, to result in similar volumes and peaks without LID under historical conditions. Furthermore, even with an assembly of lot-level LIDs distributed throughout the community, there is not attenuation to substantial degrees of flooding for major events, but there can be effective control for water quantity for small (2- to 5-years in particular) storm events.