French vertical-flow constructed wetland design: adaptations for tropical climates

被引:30
作者
Molle, P. [1 ]
Latune, R. Lombard [1 ]
Riegel, C. [2 ]
Lacombe, G. [3 ]
Esser, D. [4 ]
Mangeot, L. [5 ]
机构
[1] Irstea, Freshwater Syst Ecol & Pollut Res Unit, 5 Rue Doua,CS70077, F-69626 Villeurbanne, France
[2] SIEAM, F-97600 Mamoudzou, France
[3] ETIAGE, F-97354 Remire Montjoly, France
[4] SINT, F-73370 La Chapelle Du Mont Du C, France
[5] ODE Martinique, F-97201 Fort De France, France
关键词
design criteria; nitrification; raw domestic wastewater; recirculation; tropical climate; vertical-flow constructed wetlands; WASTE-WATER; HYDRAULIC BEHAVIOR; SINGLE-STAGE; SEWAGE;
D O I
10.2166/wst.2015.133
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The French Outermost Regions are under tropical climate yet still have to comply with both French and EU regulations. French vertical-flow constructed wetland systems appear well adapted to the technical specifics of these regions but their adaptation to tropical climate requires new design guidelines to be defined (area needed, number of filters, type of plants, material to be used, etc.). A study was started in 2008, with backing from the national water authorities, to implement full-scale experimental sites and assess the impacts of local context on design and performances. This paper reports the monitoring results on three vertical-flow constructed wetlands fed directly with raw wastewater (known as the 'French system') in Mayotte and French Guiana. The plants, now in operation for between 1 and 6 years, range from 160 to 480 population equivalent (p.e.). Monitoring consisted of 28 daily composite flow samples in different seasons (dry season, rainy season) at the inlet and outlet of each filter. Performances are benchmarked against French mainland area standards from Irstea's database. Results show that performances are improved by warmer temperature for chemical oxygen demand (COD), suspended solids (SS) and total Kjeldahl nitrogen (TKN) and satisfy national quality objectives with a single stage of filters. Treatment plant footprint can thus be reduced as only two parallel filters are needed. Indeed, warm temperatures allow faster mineralization of the sludge deposit, making it possible to operate at similar rest and feeding period durations. Systems operated using one twin-filter stage can achieve over 90% COD, SS and TKN removal for a total surface of 0.8 m(2)/p.e.
引用
收藏
页码:1516 / 1523
页数:8
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