序批式深床人工湿地处理效能分析
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国家水体污染控制与治理科技重大专项(2009ZX07315-005)


Research on treatment efficiency of deep sequence constructed wetlands
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    摘要:

    针对连续流人工湿地脱氮效率低、占地面积大的问题,提出序批式深床人工湿地DSCW(deep sequence constructed wetlands),考察了湿地深度、填料粒径及运行工况对其处理生活污水效能的影响。研究结果表明,当深度由0.5 m增加至2 m时,深度对处理效能影响不显著;序批式运行工况对处理效能影响显著,在温度为20~25 ℃,运行工况为进水8 min-反应12 h-出水8 min-闲置12 h的条件下,床深为2 m的DSCW系统对生活污水COD、NH+4-N、TN、PO3-4-P去除率分

    Abstract:

    According to the problems that traditional constructed wetlands have low nitrogen removal performance and large areas, deep sequence constructed wetlands(DSCW) is proposed and the influences of depth of wetland, filler particle size and operational states of DSCW on treatment efficiency are investigated. The experimental results show that when the depth of wetland is increased from 0.5 m to 2 m, it has no significant influent on its treatment efficiency. The running condition has influence on its treatment efficiency. When the water temperature is 20~25 ℃ and operating condition of DSCW is inlet water 8 min-reaction 12 h-outlet water 8 min-idle 12 h, the removal rate of COD, NH+4-N, TN, PO3-4-P is 83.8%, 54.1%, 48.1%and 63.9% respectively by DSCW with the depth of 2 m. The area load for COD, TN, PO3-4-P is 128, 17.6, 1.49 g/(m2·d) respectively, raised 2.4 times, 2 times and 1.71 times respectively compared with traditional constructed wetlands. Land occupation for processing 1 m3 wastewater is 1.87 m2, decreasing 3~5 times commendably. Compared to DSCW system of particle size of gravel of 20~30 mm, the removal rate of COD, NH+4-N, TN and PO3-4-P of DSCW system of 5~10 mm is increased by 3.8%, 7.9%, 3.8% and 7% respectively. The filler particle size exhibits some influences on DSCW efficiency.

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何强,龙熙,周健,覃光旭.序批式深床人工湿地处理效能分析[J].重庆大学学报,2011,34(11):148-154.

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