Low-strength wastewater treatment in an anammox UASB reactor
Two-stage systems have been proposed to overcome the drawbacks associated to the implementation of the autotrophic biological nitrogen removal process in the mainstream of urban wastewater treatment plants. In this study, an upflow anammox sludge blanket (UAnSB) reactor was successfully operated for...
| Autores: | , |
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| Tipo de recurso: | artículo |
| Fecha de publicación: | 2017 |
| País: | España |
| Institución: | Universitat Autònoma de Barcelona |
| Repositorio: | Dipòsit Digital de Documents de la UAB |
| Idioma: | inglés |
| OAI Identifier: | oai:ddd.uab.cat:181899 |
| Acceso en línea: | https://ddd.uab.cat/record/181899 https://dx.doi.org/urn:doi:10.1016/j.cej.2016.12.051 |
| Access Level: | acceso abierto |
| Palabra clave: | Anammox Mainstream Granules Upflow velocity Boundary layer |
| Sumario: | Two-stage systems have been proposed to overcome the drawbacks associated to the implementation of the autotrophic biological nitrogen removal process in the mainstream of urban wastewater treatment plants. In this study, an upflow anammox sludge blanket (UAnSB) reactor was successfully operated for 325 days treating a low-strength synthetic influent mimicking mainstream conditions. A nitrogen loading rate of up to 1.8 ± 0.2 g N L⁻¹ d⁻¹ was achieved at 26 ºC and the nitrogen removal rate obtained (1.7 ± 0.1 g N L⁻¹ d⁻¹) resulted considerably higher than most of the previously reported values for systems treating low-strength wastewater at similar temperatures. Fluorescence in situ hybridization analysis showed a high enrichment in the anammox specie Candidatus Brocadia anammoxidans during the whole operation. The evolution of the granule diameter was followed throughout the operation of the UAnSB reactor and a direct correlation of the average granule diameter with the liquid upflow velocity (Vup) was established, being the higher the Vup, the bigger the granules. A stable granule diameter of 790 ± 40 μm was achieved by maintaining a Vup of 1.0 ± 0.1 m h⁻¹. The low VupS applied avoid the use of effluent recirculation which would present a huge inconvenient to implement UAnSB reactors at real scale, however these low VupS led to external mass transfer problems in the reactor. In spite of the mass transfer limitations, not only a high specific anammox activity (0.26 ± 0.02 g N g⁻¹ VS d⁻¹) was achieved in the UASB reactor but also a high nitrogen removal (80 ± 3%). |
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