Efficient treatment of real textile wastewater: Performance of activated sludge and biofilter systems with a high-rate filter as a pre-treatment process
被引:4
作者:
Kang, Yongtae
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Dong A Univ, Dept Civil Engn, Pusan 604714, South KoreaKyungpook Natl Univ, Sch Construct Disaster Prevent & Environm Engn, Sangju 742711, South Korea
Kang, Yongtae
[2
]
Won, Taejun
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Kyungpook Natl Univ, Sch Construct Disaster Prevent & Environm Engn, Sangju 742711, South KoreaKyungpook Natl Univ, Sch Construct Disaster Prevent & Environm Engn, Sangju 742711, South Korea
Won, Taejun
[1
]
Hyun, Kilsoo
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Kyungpook Natl Univ, Sch Construct Disaster Prevent & Environm Engn, Sangju 742711, South KoreaKyungpook Natl Univ, Sch Construct Disaster Prevent & Environm Engn, Sangju 742711, South Korea
Hyun, Kilsoo
[1
]
机构:
[1] Kyungpook Natl Univ, Sch Construct Disaster Prevent & Environm Engn, Sangju 742711, South Korea
[2] Dong A Univ, Dept Civil Engn, Pusan 604714, South Korea
This study was conducted to evaluate the performance of High-Rate Filter (HRF) as an alternative process to Conventional Primary Sedimentation (CPS) processes and the performance of different configurations of activated sludge and biofilter systems with anaerobic/aerobic zones for efficient textile wastewater treatment. The performance efficiency of the HRF with much shorter hydraulic retention time (HRT: 0.3 h) was very similar to that of the CPS process with a longer HRT of 3.0 h. The highest efficiencies of the systems were achieved by configuring anoxic:anaerobic:oxic:oxic zones for an activated sludge system and anaerobic:oxic: anoxic zones for a biofilter system, respectively. In particular, under the most efficient configurations of the systems, the performance of the biofilter system achieved a higher efficiency than that of the activated sludge system. Compared with the existing physicochemical-sequencing batch reactor system, the most efficient configurations of the HRF/activated sludge system and the HRF/biofilter system with a shorter HRT achieved both higher pollutant removal efficiency and lower sludge production.
机构:
Univ Cape Town, Water Res Grp, Dept Civil Engn, ZA-7701 Rondebosch, Cape, South AfricaUniv Cape Town, Water Res Grp, Dept Civil Engn, ZA-7701 Rondebosch, Cape, South Africa
Ekama, GA
;
Wentzel, MC
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Univ Cape Town, Water Res Grp, Dept Civil Engn, ZA-7701 Rondebosch, Cape, South AfricaUniv Cape Town, Water Res Grp, Dept Civil Engn, ZA-7701 Rondebosch, Cape, South Africa
机构:
Univ Cape Town, Water Res Grp, Dept Civil Engn, ZA-7701 Rondebosch, Cape, South AfricaUniv Cape Town, Water Res Grp, Dept Civil Engn, ZA-7701 Rondebosch, Cape, South Africa
Ekama, GA
;
Wentzel, MC
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机构:
Univ Cape Town, Water Res Grp, Dept Civil Engn, ZA-7701 Rondebosch, Cape, South AfricaUniv Cape Town, Water Res Grp, Dept Civil Engn, ZA-7701 Rondebosch, Cape, South Africa