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应用QUAL2K模型模拟优选河道水体生态净化方案

张瑞斌 黄玉莹 张宇

张瑞斌, 黄玉莹, 张宇. 应用QUAL2K模型模拟优选河道水体生态净化方案[J]. 环境工程技术学报, 2018, 8(2): 185-190. doi: 10.3969/j.issn.1674-991X.2018.02.025
引用本文: 张瑞斌, 黄玉莹, 张宇. 应用QUAL2K模型模拟优选河道水体生态净化方案[J]. 环境工程技术学报, 2018, 8(2): 185-190. doi: 10.3969/j.issn.1674-991X.2018.02.025
ZHANG Ruibin, HUANG Yuying, ZHANG Yu. Simulation and optimization of river ecological purification scheme by QUAL2K[J]. Journal of Environmental Engineering Technology, 2018, 8(2): 185-190. doi: 10.3969/j.issn.1674-991X.2018.02.025
Citation: ZHANG Ruibin, HUANG Yuying, ZHANG Yu. Simulation and optimization of river ecological purification scheme by QUAL2K[J]. Journal of Environmental Engineering Technology, 2018, 8(2): 185-190. doi: 10.3969/j.issn.1674-991X.2018.02.025

应用QUAL2K模型模拟优选河道水体生态净化方案

doi: 10.3969/j.issn.1674-991X.2018.02.025
详细信息
    作者简介:

    张瑞斌(1985—),男,高级工程师,博士,主要从事水体污染治理及生态修复方面的研究,zhangrb88@126.com

  • 中图分类号: X522

Simulation and optimization of river ecological purification scheme by QUAL2K

  • 摘要: 以南京市十字河为例,采用潜没式生态床、生态浮床、生物接触氧化床3种技术组合为6种生态净化方案,通过在不同的单元输入不同的降解参数,用QUAL2K模型对6种不同的水处理技术组合方案进行模拟,通过对模拟效果的综合评价选取最佳方案。结果表明:上、中、下游依次设计为生物接触氧化床、生态浮床、潜没式生态床的处理效果最佳,其BOD、NH3-N、TN和TP削减率分别为49.50%、32.81%、35.94%和45.27%。

     

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出版历程
  • 收稿日期:  2017-09-07
  • 刊出日期:  2018-03-20

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