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[1]FANG Songlin,CAO Pangong.Purification Effects of Baffled Constructed Wetland on Rain Runoff in the Mining Area[J].Research of Soil and Water Conservation,2017,24(05):126-131.

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Purification Effects of Baffled Constructed Wetland on Rain Runoff in the Mining Area

Research of Soil and Water Conservation[ISSN 1005-3409/CN 61-1272/P] Volume: 24 Number of periods: 2017 05 Page number: 126-131 Column: Public date: 2017-10-28

Title:: Purification Effects of Baffled Constructed Wetland on Rain Runoff in the Mining Area

Author(s):: FANG Songlin, CAO Pangong; Department of Design, College of Liberal Arts, Xi’an Shiyou University, Xi’an 710065, China

Keywords:: constructed wetland; mining area; rain runoff; purification effects

CLC:: X52

DOI:: -

Abstract:: According to water characteristics of the rain runoff in a catchment of Pubai mining area, Weinan, an improved baffled constructed wetland (BCW) was used for purification experiment study of simulated and on-the-spot rain runoff. The purification effects of simulated rain runoff were compared in different operated phases of BCW. Meanwhile, the variation of the pollutants (COD_Cr, SS, TN, TP, NH₄⁺-N, Pb, Zn and Cu) along the BCW and their removal mechanism were analyzed and discussed, respectively. In the purification study of on-the-spot rain runoff, removal rates of COD_Cr, SS, TN, TP, NH₄⁺-N were 82.3%, 65.9%, 71.2%, 73.5% and 94.8%, respectively, removal rates of Pb, Zn and Cu were 91.3%，94.5% and 81.2%, respectively, the effluent met the grade Ⅲ. In the simulated experiment, the effluent water quality of BCW system met the needs of Environmental Quality Standard for Surface Water (GB3838—2002) Ⅲ, TN met Ⅳ, and most of the pollutants were removed in the front of the BCW, especially COD_Cr, TP, SS and Pb. The removal rates gradually decreased with the units. In total, there was remarkable treatment performance of the mining rain runoff when BCW system was used. BCW system can also withstand strong shock load. Moreover, and can be applied to control urban surface runoff pollution and use the rainwater.

References:: [1] 常静,刘敏,许世远,等.上海城市降雨径流污染时空分布与初始冲刷效应[J].地理研究,2006,25(6):994-1002.
[2] 王和意,刘敏,刘巧梅,等.城市降雨径流非点源污染分析与研究进展[J].城市环境与城市生态,2003,16(6):283-285.
[3] 任玉芬,王效科,韩冰,等.城市不同下垫面的降雨径流污染[J].生态学报,2005,25(12):3225-3230.
[4] 边博,朱伟,黄峰,等.镇江城市降雨径流营养盐污染特征研究[J].环境科学,2008,29(1):19-25.
[5] 赵磊,杨逢乐,王俊松,等.合流制排水系统降雨径流污染物的特性及来源[J].环境科学学报,2008,28(8):1561-1570.
[6] 吴晓磊.人工湿地废水处理机理[J].环境科学,1995,16(3):83-86.
[7] 梁继东,周启星,孙铁珩.人工湿地污水处理系统研究及性能改进分析[J].生态学杂志,2003,22(2):49-55.
[8] 于少鹏,王海霞,万忠娟,等.人工湿地污水处理技术及其在我国发展的现状与前景[J].地理科学进展,2004,23(1):22-29.
[9] 张鸿,吴振斌.两种人工湿地中氮磷净化率与细菌分布关系的初步研究[J].华中师范大学学报:自然科学版,1999,33(4):575-578.
[10] 蒋玲燕,周琪.潜流人工湿地降解受污染水体中有机物研究[D].上海:同济大学,2007.
[11] 孙亚兵,冯景伟,田园春,等.自动增氧型潜流人工湿地处理农村生活污水的研究[J].环境科学学报,2006,26(3):404-408.
[12] 籍国东,孙铁珩,李顺.人工湿地及其在工业废水处理中的应用[J].应用生态学报,2002,13(2):224-228.
[13] 何丽君,马邕文,万金泉,等.新型人工湿地对工业区降雨径流的净化研究[J].环境科学,2012,33(3):817-824.
[14] 陈秀荣,周琪.人工湿地脱氮除磷特性研究[J].环境污染与防治,2005,27(7):526-529.
[15] 钟成华,李杰,邓春光.人工湿地废水处理中氮,磷去除机理研究[J].重庆建筑大学学报,2008,30(4):141-146.
[16] Mungur A S, Shutes R B E, Revitt D M, et al. An assessment of metal removal by a laboratory scale wetland[J]. Water Science and Technology, 1997,35(5):125-133.

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