生物接触氧化-人工湿地组合工艺中水处理回用景观水体效能试验
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国家水体污染控制与治理科技重大专项(2008ZX07315-001);国家科技部国际合作项目(2008DFA91770)


Performance of Drainage Reuse as Waterscape Treated by Combinational Technique of Biologic Contact Oxidation and Constructed Wetland
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    摘要:

    绿色建筑中水处理系统中,优质杂排水采用0.72 kgBOD5·m-3·d-1的常规负荷(生物)接触氧化池预处理后,再采用人工湿地进行后处理。试验结果表明,影响该组合工艺出水水质达标的限制性指标为总氮(TN)。为使处理出水达到景观水回用标准,人工湿地的最大水力负荷分别为夏季(30~36 ℃)0.50 m·d-1、冬季(8~12 ℃)0.33 m·d-1,夏季与冬季的最大水力负荷比为3∶2。研究结果结合绿色建筑不同季节的中水用水量需求,可以确定绿色建筑“(生物)接触氧化+人工湿地”组合工艺处理优质杂排水回用于景观用水的处理规模,指导该组合工艺的设计、运营以及预测处理效果。

    Abstract:

    The high grade gray water was pretreated by biologic contact oxidation on load of 0.72 KgBOD5·m-3·d-1, and then posttreated by constructed wetland. On the basis of experiment, it was found that: Totle nitrogen (TN) was the restrictive index of the combinational technique. To meet the reclaimed water quality standard and reuse for waterscape, the peak hydraulic load of constructed wetland was 0.50 m·d-1 in summer (30~36 ℃), and 0.33 m·d-1 in winter (8~12 ℃). And the load ratio of the peak hydraulic under the summer and winter conditions was 3:2. With the experimental results and reclaimed water quantity requirements in different seasons of buildings, treatment scale can be determined.

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胡学斌,柴宏祥,彭述娟,龙腾锐.生物接触氧化-人工湿地组合工艺中水处理回用景观水体效能试验[J].土木与环境工程学报(中英文),2009,31(6):112-116. HU Xuebin, CHAI Hongxiang, PENG Shujuan, LONG Tengrui. Performance of Drainage Reuse as Waterscape Treated by Combinational Technique of Biologic Contact Oxidation and Constructed Wetland[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2009,31(6):112-116.10.11835/j. issn.1674-4764.2009.06.020

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  • 收稿日期:2009-08-26
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