• DocumentCode
    2510752
  • Title

    Improvement and Application to Dilution Ratio Calculating Method

  • Author

    Zhang Ze-zhong ; Qi Qing-qing ; Zheng Zhi-hong ; Li Miao

  • Author_Institution
    Changsha Univ. of Sci. & Technol., Changsha, China
  • fYear
    2009
  • fDate
    11-13 June 2009
  • Firstpage
    1
  • Lastpage
    5
  • Abstract
    In order to make the traditional dilution ratio more scientifically and reasonably, the ratio of the admitting water contamination concentration to the concentration guide of III level water (RACG), the ratio of the sewage discharge contamination concentration to the concentration guide of III level water (RSDG) , and the harm coefficient are introduced to improve the traditional dilution ratio. Then, taking Dong liao River as demonstration, the new dilution ratio was tested. The results indicates that the new dilution ratio not only can be considered as the eco-environment water evaluation index and get the calculation results be consistent with the results got by Wang xi-qin (2006), but also can measure quantitatively the water resources functional capacity surplus and water resources functional capacity deficit of the river. The new dilution ratio can be applied to the studies of water quality evaluation, calculating the region water resources sustainable capacity, the sustainable development of region, and so on.
  • Keywords
    contamination; ecology; river pollution; water quality; water resources; Dong liao River; Wang xi-qin; dilution ratio calculating method; dilution ratio testing; ecoenvironment water; sewage discharge contamination; water contamination concentration; water quality evaluation; water resources; Contamination; Physics; Pollution measurement; Rivers; Safety; Sustainable development; Testing; Water conservation; Water pollution; Water resources;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Bioinformatics and Biomedical Engineering , 2009. ICBBE 2009. 3rd International Conference on
  • Conference_Location
    Beijing
  • Print_ISBN
    978-1-4244-2901-1
  • Electronic_ISBN
    978-1-4244-2902-8
  • Type

    conf

  • DOI
    10.1109/ICBBE.2009.5162939
  • Filename
    5162939