[1]何争光,买文宁,刘寅,等.苏湾稳定塘生态处理工程的研究与设计[J].郑州大学学报(工学版),2002,23(03):33-36.[doi:10.3969/j.issn.1671-6833.2002.03.009]
 He Zhengguang,Buy Wen Ning,LIU Yin,et al.Research and design of ecological treatment project of Suwan Stable Pond[J].Journal of Zhengzhou University (Engineering Science),2002,23(03):33-36.[doi:10.3969/j.issn.1671-6833.2002.03.009]
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苏湾稳定塘生态处理工程的研究与设计()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
23
期数:
2002年03期
页码:
33-36
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Research and design of ecological treatment project of Suwan Stable Pond
作者:
何争光买文宁刘寅等.
郑州大学环境与水利学院,河南,郑州,450002, 新密市环境保护局,河南,新密,452370, 郑州市环境监测站,河南,郑州,450007
Author(s):
He Zhengguang; Buy Wen Ning; LIU Yin; etc
关键词:
双洎河 稳定塘 总量控制 工程设计 造纸污水
Keywords:
DOI:
10.3969/j.issn.1671-6833.2002.03.009
文献标志码:
A
摘要:
研究了采用生态技术治理双洎河污染的必要性与可行性,设计出一种适合在我国经济欠发达地区使用的生态处理工程.实验表明,在停留24 h时,CODcr的去除率可达58. 8%,超过24 h时,增加不明显;SS的去除率在停留24 h时可达50.7%,而在36 h后增加不明显.将水利工程和污水处理厂设计技术运用到稳定塘设计之中,使塘内水流状况得到有效改善,净化效率明显提高.实际监测表明,生态处理工程不会对地下水造成影响.该工程与原拟建的污水处理厂方案相比,不仅满足了目前COD的削减目标,而且投资小、建设周期短 .
Abstract:
The necessity and feasibility of using ecological technology to control the pollution of the Shuanghu River were studied, and an ecological treatment project suitable for use in economically underdeveloped areas in China was designed. Experiments show that the removal rate of CODcr can reach 24 when staying for 58 h. 8%, more than 24 h, the increase is not obvious; The removal rate of SS reached 24.50% when staying for 7 h, but the increase was not obvious after 36 h. The design technology of water conservancy engineering and sewage treatment plant is applied to the design of stable pond, so that the water flow in the pond is effectively improved and the purification efficiency is significantly improved. Actual monitoring shows that ecological treatment works do not affect groundwater. Compared with the original proposed sewage treatment plant plan, the project not only meets the current COD reduction target, but also has a small investment and a short construction period.

更新日期/Last Update: 1900-01-01