中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2016, Vol. 35 ›› Issue (3): 66-70.DOI: 10.3969/j.issn.1674-0696.2016.03.15

• Port & Waterway · Hydraulic & Hydroelectric · Resources & Environment • Previous Articles     Next Articles

Flow Pattern Characteristics Analysis and Water Quality Simulation of River with Ecological Concrete Revetment

JIANG Bin1,2,3, WU Yifeng2, HUANG Fumin3, ZHU Jianguo3, ZHONG Zhaoping2   

  1. (1. Key Laboratory of Ministry of Education for Hydraulic and Water Transport Engineering, Chongqing Jiaotong University, Chongqing 400074, P.R.China; 2. School of Energy and Environment, Southeast University, Nanjing 210096, Jiangsu, P.R.China;3. Jiangsu Institute of Urban Planning and Design, Nanjing 210036, Jiangsu, P.R.China)
  • Received:2015-09-25 Revised:2015-12-13 Online:2016-06-20 Published:2016-06-20

生态护坡河道的流态特征分析及水质模拟

蒋彬1,2,3,吴义锋2,黄富民3,朱建国3,仲兆平2   

  1. (1.重庆交通大学 水利水运工程教育部重点实验室,重庆 400074; 2.东南大学 能源与环境学院,江苏 南京 210096;3.江苏省城市规划设计研究院,江苏 南京 210036)
  • 作者简介:第一作者:蒋彬(1972—),男,重庆人,博士,主要从事水处理术、生态修复技术方面的研究。E-mail:jb340@163.com。
  • 基金资助:
    国家科技支撑计划课题(2013BAJ10B13);重庆交通大学省部共建水利水运工程教育部重点实验室开放基金项目(SLK2011B03)

Abstract: A contrasted experiment was conducted in two river models, which were respectively built by common concrete and ecological concrete. The experiment results indicate that roughness coefficient of ecological concrete revetment is greater than that of hard revetment. When ecological concrete is adopted in the design of river ecological restoration project, the appropriate roughness coefficients for the design should be more than 0.088. The pollutant characteristic factors, such as NH3-N and TP, can be well simulated in the biological and ecological water quality comprehensive model of the river with ecological concrete revetment. Removal efficiencies for different pollutants can be effectively identified by using different simulation parameters.

Key words: environment engineering, ecological concrete, revetment, water quality simulation

摘要: 采用“三面光”河道和生态混凝土护坡河道进行了对照试验。结果表明:生态混凝土护坡河道的坡面粗糙系数更大。在采用生态混凝土进行河流生态修复工程设计时,宜采用0.088以上的粗糙系数进行设计。生态护坡河道的生物生态型水质综合模型可对污染物特征因子NH3-N和TP进行较好地模拟。采用不同的模拟参数,可对不同污染物的去除效果进行有效识别。

关键词: 环境工程, 生态混凝土, 护坡, 水质模拟

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