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延河主干河段有机污染自净规律研究
引用本文:张荔,王晓昌,王志盈.延河主干河段有机污染自净规律研究[J].西安建筑科技大学学报(自然科学版),2000,32(3):260-262,309.
作者姓名:张荔  王晓昌  王志盈
作者单位:西安建筑科技大学环境与市政工程学院,陕西,西安,710055
基金项目:国家自然科学基金资助项目(59708005),国家环保局科技发展计划资助项目(97017)
摘    要:根据延河主干河段排污现状,以BOD5为指标,估算了进入河流的生活污水和工业废水负荷,并运用稳态一维BOD5降解模型进行了分析计算,得出延河主干河面的河流综合自净系数为K=2.69,说明延河这样的高含沙量河流具有很强的有机污染自净能力,对2010年的河流水质预测表明,为保证延河水质达标,必须采取有效的措施控制生活污水和工业废水排放。

关 键 词:延河  有机污染  自净能力  生活污水  控制
文章编号:1006-7930(2000)03-0260-03

A study on the self-purification capaciy of the main reach of the yanhe River
ZHANG Li,WANG Xiao-chang,WANG Zhi-ying.A study on the self-purification capaciy of the main reach of the yanhe River[J].Journal of Xi'an University of Architecture & Technology,2000,32(3):260-262,309.
Authors:ZHANG Li  WANG Xiao-chang  WANG Zhi-ying
Affiliation:ZHANG Li ,WANG Xiao-chang ,WANG Zhi-ying ; (School of Envir. & Civic. Eng., Xi
Abstract:The pollution loads of domestic and industrial wastewater were calculated according to the current condition of pollutant discharged to the main reach of the Yanhe River. The one dimensional steady state BOD 5 decomposition model was applied for pollution analysis. It was estimated that the coefficient of self purification was as high as 2.69, showing the high capacity of organic decomposition of the high turbidity river. The river water quality was also predicted for the year of 2010, and the results indicated the need of effective control of domestic and industrial wastewater pollution to meet the water environmental standard.
Keywords:Yanhe River  organic pollution  self  purification capacity  
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