Assessment of long-term phosphorus retention in an integrated constructed wetland treating domestic wastewater

被引:16
|
作者
Dzakpasu, Mawuli [1 ]
Scholz, Miklas [2 ,3 ]
McCarthy, Valerie [3 ]
Jordan, Siobhan N. [3 ]
机构
[1] Univ Coll Dublin, Sch Civil Struct & Environm Engn, Ctr Water Resources Res, Dublin 4, Ireland
[2] Univ Salford, Sch Comp Sci & Engn, Civil Engn Res Grp, Manchester M5 4WT, Lancs, England
[3] Dundalk Inst Technol, Ctr Freshwater & Environm Studies, Dundalk, Co Louth, Ireland
关键词
Constructed wetland; Domestic wastewater; Kinetic constant; Long-term performance; Phosphorus; Retention; REMOVAL; NITROGEN;
D O I
10.1007/s11356-014-3350-5
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Due to the nature of the phosphorus (P) removal mechanisms associated with constructed wetlands, the sustainability of P treatment is usually of high interest. As a result, a 4-year dataset from a typical multi-celled integrated constructed wetland (ICW) located at Glaslough in Co. Monaghan, Ireland was evaluated to determine the effects of long-term P loadings and hydrological inputs on P treatment. The ICW was intensively monitored year-round from February 2008 through March 2012 for total P and molybdate reactive phosphate (MRP). Domestic wastewater was loaded at 16.4 +/- 0.96 g m(2) year(-1) for total P and 11.2 +/- 0.74 g m(2) year-1 for MRP. Average mass reductions over the monitoring period were 91.4 and 90.1 %, respectively. The area-based kinetic coefficients (K-(20)) of 11.8 for total P and 15.6 m year(-1) for MRP indicated a high area-specific retention rate. The ICW appeared to have a sustained capacity for P adsorption and retention, but the treatment was influenced mainly by external hydrological inputs and fluctuations in wastewater loadings. Linear regression analyses showed a reduction in mass retention of both total P and MRP with increased effluent flow volumes. Monthly mass reductions exceeded 90 % when the effluent flow volumes were less than 200 m(3) day(-1). When monthly effluent flow volumes exceeded 200 m(3) day(-1), nonetheless, mass reductions became highly variable. Designs and management of ICW systems should adopt measures to limit external hydrological loadings in order to maintain sufficient P treatment.
引用
收藏
页码:341 / 349
页数:9
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