کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4744998 1641919 2006 9 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
The co-treatment of sewage and mine waters in aerobic wetlands
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
The co-treatment of sewage and mine waters in aerobic wetlands
چکیده انگلیسی

A trial aerobic wetland in NE England is the first passive system ever designed to treat both a polluted mine water and a secondary sewage effluent. Both of these discharges currently enter a small third-order stream (the River Team), significantly degrading its water quality. As the total mine water and sewage water discharges to the river are ∼ 300 and 100 L/s respectively, the pilot-scale wetland (25 × 25 m) has been designed to treat a small portion of each discharge in the same 3:1 ratio. The main drivers for remediation are Fe (∼ 3 mg/L in the mine water), BOD (∼ 14 mg/L in the sewage water), N–NH3 (∼ 2 mg/L in the sewage water), suspended solids (∼ 23 mg/L in the sewage water) and PO4 (∼ 7 mg/L in the sewage water).The combined treatment has many potential advantages over separate treatment of the discharges. Besides the mutual benefits of mixing these two wastewaters (which each tend to be low in pollutants which are high in the other), the biogeochemical properties of the wastewater types can be expected to yield real synergies in treatment. For instance, suspended solids in the sewage water should encourage iron flocs to form by Fe entering in the mine water, expediting the precipitation of oxyhydroxides. Similar processes may also accelerate manganese removal. Phosphate, which is generally difficult to remove using either active or passive treatment can be removed via sorption onto iron oxyhydroxide precipitates. The same oxyhydroxides are also likely to provide numerous ideal sites for the attachment of nitrifying and denitrifying bacteria.Although the wetland is still immature, initial results suggest that co-treatment is highly successful. Effluent concentrations have consistently been lower than Environment Agency effluent design standards and removal rates for all parameters are likely to improve with time as both biological and microbiological communities become established.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Geology - Volume 85, Issues 1–2, 26 May 2006, Pages 53–61
نویسندگان
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