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低影响开发 1

前景 1

地理信息系统 1

城市快速路 1

安全系数 1

岩土工程风险 1

广深港高速铁路 1

建筑渣土 1

水下隧道 1

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深圳集装箱港口状况和前景

翁克勤

《中国工程科学》 2003年 第5卷 第10期   页码 20-26

摘要:

介绍了深圳港集装箱港口设施、生产、航线等情况,初步分析了港口建设经验,论述了深圳和香港两地港口的共存共荣关系,描述了深圳集装箱港口的发展前景。

关键词: 深圳     集装箱港口     状况     前景    

Integrated river basin management in rapidly urbanizing areas: a case of Shenzhen, China

Lei LIU, Xiaoming MA

《环境科学与工程前沿(英文)》 2011年 第5卷 第2期   页码 243-254 doi: 10.1007/s11783-010-0276-0

摘要: The rapid urbanization of China is causing a burden on their water resources and hindering their sustainable development. This paper analyzes effective methods to integrated river basin management (IRBM) using Longgang River basin of Shenzhen as an example, which is the city with the fastest rate of urbanization in China and even the whole world. Over the past 20 years, China has undergone a population boom due to the increase of immigrant workers and rapid development of labor-intensive industries, which led to the sharp increase of water consumption and sewage discharge. However, the construction of the water infrastructure is still lagging far behind the environmental and social development, with only 32.7% of sewage in the district being treated. Currently, every water quality indicator of the Longgang River basin was unable to meet the required corresponding environmental standards, which further aggravated the water shortages of the region. Thus, an analytical framework is proposed to address the IRBM of the study area. The problems with the current management system include the lack of decentralization in decision-making, lack of enforcement with redundant plans, weak management capacity, financial inadequacy, and a poor system of stakeholder participation. In light of the principles of IRBM and the situation of the region, corresponding measures are put forward, including an increase of power given to sub-district offices, fewer but more feasible plans, capacity building among stakeholders, a combination of planning and marketing for overcoming financial inadequacy, and profound reform in the public participation system. The framework and institutional suggestions could inform similar processes in other representative river basins.

关键词: integrated river basin management (IRBM) model     Longgang River basin     Shenzhen     decentralization     stakeholder participation    

Field test of best management practice pollutant removal efficiencies in Shenzhen, China

Ru ZHANG , Wenbin ZHOU , Richard FIELD , Anthony TAFURI , Shaw L. YU , Keli JIN ,

《环境科学与工程前沿(英文)》 2009年 第3卷 第3期   页码 354-363 doi: 10.1007/s11783-009-0033-4

摘要: Yan Ma, Xiaoming Du, Yi Shi, Deyi Hou, Binbin Dong, Zhu Xu, Huiying Li, Yunfeng Xie, Jidun Fang, Zheng Li, Yunzhe Cao, Qingbao Gu, Fasheng Li. [J]. Front. Environ. Sci. Eng., 2016, 10(6): 6-.Meng Gao,Gregory R. Carmichael,Yuesi Wang,Dongsheng Ji,Zirui Liu,Zifa Wang. [J]. Front. Environ. Sci. Eng., 2016, 10(5): 16-.Wenyan Wang, Wei Ouyang, Fanghua Hao, Yun Luan, Bo Hu. [J]. Front. Environ. Sci. Eng., 2016, 10(4): 17-.Hallvard Ødegaard. [J]. Front. Environ. Sci. Eng., 2016, 10(4): 2-.Guoxia MA,Jinnan WANG,Fang YU,Yanshen ZHANG,Dong CAO. [J]. Front. Environ. Sci. Eng., 2016, 10(2): 288-298.Fei LI,Suocheng DONG,Fujia LI,Libiao YANG. [J]. Front. Environ. Sci. Eng., 2016, 10(2): 276-287.Chao ZENG,Dongjie NIU,Youcai ZHAO. [J]. Front. Environ. Sci. Eng., 2015, 9(6): 949-961.Yang PAN,Xiangru ZHANG,Jianping ZHAI. [J]. Front. Environ. Sci. Eng., 2015, 9(1): 121-130.Kang XIAO, Ying XU, Shuai LIANG, Ting LEI, Jianyu SUN, Xianghua WEN, Hongxun ZHANG, Chunsheng CHEN, Xia HUANG. [J]. Front. Environ. Sci. Eng., 2014, 8(6): 805-819.Shuxiao WANG,Lei ZHANG,Long WANG,Qingru WU,Fengyang WANG,Jiming HAO. [J]. Front.Environ.Sci.Eng., 2014, 8(5): 631-649.Wenqian CAI,Wei MENG,Lusan LIU,Kuixuan LIN. [J]. Front.Environ.Sci.Eng., 2014, 8(5): 737-746.Lili QU,Tianzhu ZHANG,Wei LU. [J]. Front.Environ.Sci.Eng., 2014, 8(4): 570-579.Jiaxing GUO, Huan LIU, Yang JIANG, Dongquan HE, Qidong WANG, Fei MENG, Kebin HE. [J]. Front Envir Sci Eng, 2014, 8(1): 79-88.Wei WEI, Shuxiao WANG, Jiming HAO, Shuiyuan CHENG. [J]. Front Envir Sci Eng, 2014, 8(1): 27-41.Haifeng JIA, Hairong YAO, Shaw L. YU. [J]. Front Envir Sci Eng, 2013, 7(5): 709-720.

关键词: nonpoint source (NPS) pollution control     best management practices (BMPs)     Xikeng Reservoir     Shenzhen     China     BMP treatment train    

An integrated assessment method of urban drainage system: A case study in Shenzhen City, China

DONG Xin, ZENG Siyu, CHEN Jining, ZHAO Dongquan

《环境科学与工程前沿(英文)》 2008年 第2卷 第2期   页码 150-156 doi: 10.1007/s11783-008-0014-z

摘要: In recent years, the urban drainage system in China is facing the dual pressure of renovation and construction. This requires that the integrated assessment for the planning and operation of the urban drainage system is obligatory. To evaluate the urban drainage system, an integrated assessment methodology based on the analytic hierarchy process (AHP), integrated simulation, and fuzzy assessment is established. This method is a multi-criteria decision adding app roach to the assessment of the urban drainage system comprehensively. Through the integration of the Storm Water Management Model (SWMM), a simple wastewater treatment plant model, and a surface water quality model, an integrated modelling system for the urban drainage system is developed and applied as a key tool for assessment. Using the established method, a case study in Shenzhen City has been implemented to evaluate and compare two urban drainage system reno vation plans, the distributed plan and the centralized plan. Because of the particularity of this case study, the established method is not applied entirely. Considering the water environ mental impact, ecological impact, technological feasibility, and economic cost, the integrated performance of the distri buted plan is better. As shown in this case study, the proposed method is found to be both effective and practical.

关键词: integrated assessment     hierarchy process     centralized     technological feasibility     planning    

Innovation practice in engineering management of the Shenzhen International Low-Carbon City

Yimin LIU, Longbin HE, Xuan LI, Qin ZHENG

《工程管理前沿(英文)》 2019年 第6卷 第2期   页码 302-307 doi: 10.1007/s42524-019-0031-6

摘要: Shanghai Baoye Group Engineering Co., Ltd. Shenzhen Longgang Construction and Works Bureau Shenzhen Institute of Building Research Co., Ltd. Shenzhen Yinjian’an Engineering Project Management Co., Ltd. Shenzhen Jiuyi Green Operation Management Co. Ltd.

关键词: low-carbon city     low-carbon design     city-industry integration     low-carbon development     low-carbon management    

广深港高速铁路狮子洋水下盾构隧道修建技术

洪开荣,杜闯东,王坤

《中国工程科学》 2009年 第11卷 第7期   页码 53-58

摘要:

广深港客运专线狮子洋隧道为我国首座水下铁路隧道,也是我国第一条特长水下隧道,其设计速度达350 km/h,该隧道为广深港高速铁路的关键性工程。针对该隧道的工程地质环境和采用的盾构法施工技术,特别是该隧道在我国首次采用了盾构对接方法施工,介绍了该隧道修建的有关设计与施工的技术,并提出了相应的技术措施。

关键词: 广深港高速铁路     水下隧道     盾构对接    

基于GIS 的中国深圳市城市快速路环境敏感性评估 Article

李骐安, 郭凤清, 关云涛

《工程(英文)》 2018年 第4卷 第2期   页码 230-234 doi: 10.1016/j.eng.2018.03.002

摘要:
随着城市化、人口增长以及社会经济的迅猛发展,中国的城市生态环境日趋恶化。深圳市正在建设一条经过环境敏感区(ESA)的城市快速路。由于城市快速路的径流系数大、污染物累积量高、污染物成分复杂,导致城市快速路造成的潜在环境污染问题格外严峻。鉴于ESA极易受到人为干扰,因此应给予特别关注。为了评估该城市快速路沿线的环境敏感性,并最大限度地减少道路建设及未来通行对周边生态系统的影响,本文借助地理信息系统(GIS)对相关区域的环境敏感性进行了评估。最终的ESA分布图被划分为4 个环境敏感度等级。结果表明该快速路的大部分路段(11.93 km)经过高度敏感区,占快速路总里程的52.3%,且90% 以上的路段经过ESA。本文为基于低影响开发技术的初期降雨径流处理设施的布局方案优化提供重要指导,以最大限度地减小道路径流污染对周边生态环境的影响。

关键词: 环境敏感区     城市快速路     地理信息系统     低影响开发    

深圳“12·20”渣土场灾难滑坡成灾机理与岩土工程风险控制研究 Artical

殷跃平,李滨,王文沛,詹良通,薛强,高杨,张楠,陈红旗,刘天奎,李爱国

《工程(英文)》 2016年 第2卷 第2期   页码 230-249 doi: 10.1016/J.ENG.2016.02.005

摘要:

2015 年12 月 20 日,广东省深圳市光明新区建筑渣土场发生滑坡,造成77人遇难、33栋建筑物被毁。现场勘察、无人机3D摄影测量、多期遥感影像动态分析表明,该滑坡源区滑带倾角仅4°,滑程长达1100 m,最大堆积宽度为630 m,体积约为2.73 × 106 m3,是目前世界上最大的渣土场滑坡。自2014 年3 月开始建设渣土场以来,堆填体积逐级增加、坡型不断变化,滑坡边界条件和水文特性具有不确定性。本文提出了多级建模方法以研究不同堆填阶段下坡体结构的变化特征,采用非稳定流理论模拟了地下水渗流场的演化特征。分析表明,渣土场可以划分为具有低含水率的前缘边坡和具有高含水率( 含底部积水) 的后缘渣土堆填体两个亚区。这种特殊的二元结构带来了两种 效应:第一,地表水入渗,后缘渣土堆填的地表水入渗位置随填土的增高而逐渐抬升,导致了前缘坡体超孔隙水压力水头逐渐增大;第二,固结渗流,在后缘渣土堆填区上部的渣土堆载导致下部饱水渣土体产生超静孔压,形成底部饱水软弱滑带,并促使地下水逐渐向前缘坡体渗流。两种效应的叠加导致了坡体稳定性降低,引发了前缘的液化失稳,最终导致了整体滑动。通过静力触探、 大型三轴和环剪试验获得了滑坡的土动力学参数,对远程滑动的成灾过程的模拟表明,滑体运动 的最大速度约为29.8 m·s–1,最大堆积厚度约为23 m,滑坡主体滑动时间约为130 s,视摩擦角为6°。 最后,对比分析了全球近期发生的多起渣土场滑坡灾难,从技术上看,这些风险大多是可预见的, 但是,由于非技术原因往往未被预见到,因此,需要加强城镇化岩土工程的技术和非技术风险的管控。

关键词: 建筑渣土     渣土场滑坡     安全系数     岩土工程风险    

标题 作者 时间 类型 操作

深圳集装箱港口状况和前景

翁克勤

期刊论文

Integrated river basin management in rapidly urbanizing areas: a case of Shenzhen, China

Lei LIU, Xiaoming MA

期刊论文

Field test of best management practice pollutant removal efficiencies in Shenzhen, China

Ru ZHANG , Wenbin ZHOU , Richard FIELD , Anthony TAFURI , Shaw L. YU , Keli JIN ,

期刊论文

An integrated assessment method of urban drainage system: A case study in Shenzhen City, China

DONG Xin, ZENG Siyu, CHEN Jining, ZHAO Dongquan

期刊论文

Innovation practice in engineering management of the Shenzhen International Low-Carbon City

Yimin LIU, Longbin HE, Xuan LI, Qin ZHENG

期刊论文

广深港高速铁路狮子洋水下盾构隧道修建技术

洪开荣,杜闯东,王坤

期刊论文

基于GIS 的中国深圳市城市快速路环境敏感性评估

李骐安, 郭凤清, 关云涛

期刊论文

深圳“12·20”渣土场灾难滑坡成灾机理与岩土工程风险控制研究

殷跃平,李滨,王文沛,詹良通,薛强,高杨,张楠,陈红旗,刘天奎,李爱国

期刊论文