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Full-scale application of a down-flow hanging sponge reactor combined with a primary sedimentation basin for domestic sewage treatment.
Okubo, Tsutomu; Tagawa, Tadashi; Takahashi, Masanobu; Iguchi, Akinori; Oshiki, Mamoru; Araki, Nobuo; Kubota, Kengo; Tawfik, Ahmed; Uemura, Shigeki; Harada, Hideki.
Afiliação
  • Okubo T; Department of Civil Engineering, National Institute of Technology, Kisarazu College, 2-11-1 Kiyomidaihigashi, Kisarazu, Chiba, 292-0041, Japan. okubo@c.kisarazu.ac.jp.
  • Tagawa T; Department of Civil Engineering, National Institute of Technology, Kagawa College, 355 Chokushi, Takamatsu, Kagawa, 761-8058, Japan.
  • Takahashi M; Suisui-Kikaku, 1-19-8 Miyahara, Yodogawa-ku, Osaka, Osaka, 532-0003, Japan.
  • Iguchi A; Faculty of Applied Life Sciences, Niigata University of Pharmacy and Applied Life Sciences, 265-1 Higashisima, Akiha-ku, Niigata, Niigata, 956-8603, Japan.
  • Oshiki M; Division of Environmental Engineering, Faculty of Engineering, Hokkaido University, North 13, West 8, Sapporo, Hokkaido, 060-8628, Japan.
  • Araki N; National Institute of Technology, Ichinoseki College, Takanashi, Hagisho, Ichinoseki, Iwate, 021-8511, Japan.
  • Kubota K; Department of Frontier Sciences for Advanced Environment, Tohoku University, 6-6-06 Aoba, Aramaki, Aoba, Sendai, Miyagi, 980-8579, Japan.
  • Tawfik A; Water Pollution Research Department, National Research Centre, Giza, 12622, Egypt.
  • Uemura S; Department of Civil Engineering, National Institute of Technology, Kisarazu College, 2-11-1 Kiyomidaihigashi, Kisarazu, Chiba, 292-0041, Japan.
  • Harada H; New Industry Creation Hatchery Centre, Tohoku University, 6-6-04 Aoba, Aramaki, Aoba, Sendai, Miyagi, 980-8579, Japan.
Bioprocess Biosyst Eng ; 45(4): 701-709, 2022 Apr.
Article em En | MEDLINE | ID: mdl-35098375
ABSTRACT
The down-flow hanging sponge (DHS) reactor is advantageous for sewage treatment since it produces an effluent quality that complies with the standards for reuse and there is little excess sludge. A full-scale DHS module was efficiently employed for the treatment of domestic sewage (200 m3 day-1) flowing from a primary sedimentation basin (PSB), which was used to reduce the suspended solids loading rate and enhance the oxidation of organics by heterotrophs. The combined PSB-DHS was successfully operated at a total hydraulic retention time of 3.4 h (2.4 h for PSB and 1.0 h for DHS) for the relatively long period of 600 days at sewage temperatures of 10 °C to 32 °C. The PSB-DHS consistently produced an effluent quality with minimum values of chemical oxygen demand, biochemical oxygen demand, and suspended solids of 59 ± 15, 12 ± 3.0, and 15 ± 7 mg L-1, respectively. The proposed system performed exceptionally well at removing organics and particulate matter over a short hydraulic retention time.
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Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Assunto principal: Esgotos / Reatores Biológicos Tipo de estudo: Guideline Idioma: En Ano de publicação: 2022 Tipo de documento: Article

Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Assunto principal: Esgotos / Reatores Biológicos Tipo de estudo: Guideline Idioma: En Ano de publicação: 2022 Tipo de documento: Article