Performance of pilot-scale constructed wetlands for secondary treatment of chromium-bearing tannery wastewaters

被引:34
作者
Dotro, Gabriela [1 ]
Castro, Silvana [2 ]
Tujchneider, Ofelia [3 ,4 ]
Piovano, Nancy [3 ]
Paris, Marta [3 ]
Faggi, Ana [4 ,5 ]
Palazolo, Paul [6 ]
Larsen, Daniel [7 ]
Fitch, Mark [8 ]
机构
[1] Cranfield Univ, Sch Appl Sci, Cranfield MK43 0AL, Beds, England
[2] Ctr Reg Santa Fe, Inst Nacl Agua, RA-3000 Santa Fe, Argentina
[3] Univ Nacl Litoral, Fac Ingn & Ciencias Hidr, RA-3000 Santa Fe, Argentina
[4] Consejo Nacl Invest Cient & Tecn, RA-1033 Buenos Aires, DF, Argentina
[5] Univ Flores, Fac Ingn, RA-1406 Buenos Aires, DF, Argentina
[6] Memphis State Univ, Dept Civil Engn, Memphis, TN 38152 USA
[7] Memphis State Univ, Dept Earth Sci, Memphis, TN 38152 USA
[8] Missouri Univ Sci & Technol, Civil Architectural & Environm Engn Dept, Rolla, MO 65409 USA
关键词
Horizontal flow constructed wetlands; Chromium; Anaerobic; Solids; Sizing; HORIZONTAL SUBSURFACE FLOW; INDUSTRIAL WASTE-WATER; REMOVAL; EFFLUENTS; SYSTEMS; METALS; ACCUMULATION; ORGANICS;
D O I
10.1016/j.jhazmat.2012.08.050
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Tannery operations consist of converting raw animal skins into leather through a series of complex water- and chemically-intensive batch processes. Even when conventional primary treatment is supplemented with chemicals, the wastewater requires some form of biological treatment to enable the safe disposal to the natural environment. Thus, there is a need for the adoption of low cost, reliable, and easy-to-operate alternative secondary treatment processes. This paper reports the findings of two pilot-scale wetlands for the secondary treatment of primary effluents from a full tannery operation in terms of resilience (i.e., ability to produce consistent effluent quality in spite of variable influent loads) and reliability (i.e., ability to cope with sporadic shock loads) when treating this hazardous effluent. Areal mass removal rates of 77.1 g COD/m(2)/d, 11 g TSS/m(2)/d, and 53 mg Cr/m(2)/d were achieved with a simple gravity-flow horizontal subsurface flow unit operating at hydraulic loading rates of as much as 10 cm/d. Based on the findings, a full-scale wetland was sized to treat all the effluent from the tannery requiring 68% more land than would have been assumed based on literature values. Constructed wetlands can offer treatment plant resilience for minimum operational input and reliable effluent quality when biologically treating primary effluents from tannery operations. (C) 2012 Elsevier B.V. All rights reserved.
引用
收藏
页码:142 / 151
页数:10
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