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作 者:江林[1] 刘润龙 陈培[1] 朱丹[1] 陈君杨[1] 冯景伟[1] 张继彪[2]
机构地区:[1]合肥工业大学土木与水利工程学院,合肥230009 [2]复旦大学环境科学与工程系,上海200433
出 处:《环境工程学报》2016年第9期4761-4767,共7页Chinese Journal of Environmental Engineering
基 金:国家水体污染控制与治理科技重大专项(2012ZX07103-004);苏州市环保局项目(C201103)
摘 要:采用人工配水模拟城镇污水处理厂尾水水质,利用3套阶段曝气垂直潜流人工湿地(VSFCW)对其进行处理。结果表明:当水力负荷分别为30、90和180 cm·d-1时,3套人工湿地对COD具有较好的去除效果,其去除率都大于66.7%;在处理总磷(TP)和总氮(TN)方面,VSFCW-1(无植物-曝气垂直潜流人工湿地)去除效果远远低于VSFCW-2(芦苇-曝气垂直潜流人工湿地)和VSFCW-3(芦苇-不曝气垂直潜流人工湿地),VSFCW-2(芦苇-曝气垂直潜流人工湿地)和VSFCW-3(芦苇-不曝气垂直潜流人工湿地)对TP和TN的去除率分别在80.0%和75.0%以上且具有较强的抗水力负荷冲击能力。VSFCW-2(芦苇-曝气垂直潜流人工湿地)和VSFCW-3(芦苇-不曝气垂直潜流人工湿地)对COD、TP的去除主要是集中在沿程的前1/4段(0~24 cm),后3/4段(24~115 cm)保证了出水水质的稳定。Synthetic wastewater, simulating the water quality of the tailwater of a municipal wastewater treatment plant, was treated with three types of vertical subsurface flow constructed wetlands (VSFCW), with in- termittent aeration. The experiment results indicated that when the hydraulic loading rate (HLR) was 30, 90, and 180 cm · d-1, the observed removal effect of COD was satisfactory, with removal rates of more than 66.7%. As regards the removal of TP and TN, the removal efficiency of VSFCW-1 (no plants-aeration vertical subsurface flow constructed wetlands) was much lower than those of VSFCW-2 (Phragmites australis-aeration vertical sub- surface flow constructed wetlands) and VSFCW-3 (Phragmites australis-no aeration vertical subsurface flow con- structed wetlands). When using VSFCW-2 and VSFCW-3, the removal rates of TP and TN were more than 80. 0% and 75.0% , respectively, and could resist fluctuation of the loading. The removal of TP and TN when u- sing VSFCW-2 and VSFCW-3 was mainly focused on the front quarter section (0 to 24 cm) along the wetland length. The last three-quarter section (24 to 115 cm) along the wetland ensured the water quality of the effluent.
分 类 号:X703[环境科学与工程—环境工程]
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