Performance of real-scale anaerobic baffled reactor-swim bed tank system in treating fishmeal wastewater

被引:2
|
作者
Putra, Alqadri Asri [1 ,4 ]
Watari, Takahiro [2 ,5 ]
Hatamoto, Masashi [2 ]
Konda, Toshihiko [6 ]
Matsuzaki, Kenji [7 ]
Kurniawan, Tan Hendra [8 ]
Yamaguchi, Takashi [3 ]
机构
[1] Nagaoka Univ Technol, Dept Energy & Environm Sci, Nagaoka, Niigata, Japan
[2] Nagaoka Univ Technol, Dept Civil & Environm Engn, Nagaoka, Niigata, Japan
[3] Nagaoka Univ Technol, Dept Sci Technol Innovat, Nagaoka, Niigata, Japan
[4] Andalas Univ, Fac Engn, Dept Environm Engn, Padang, Indonesia
[5] Hanoi Univ Sci & Technol, Dept Chem Engn, Hanoi, Vietnam
[6] Nihon Suido Consultant Co Ltd, Tokyo, Japan
[7] Nishihara Neo Co Ltd, Overseas Business Dept, Tokyo, Japan
[8] PT Hosana Buana Tunggal, Jembrana, Indonesia
来源
JOURNAL OF ENVIRONMENTAL SCIENCE AND HEALTH PART A-TOXIC/HAZARDOUS SUBSTANCES & ENVIRONMENTAL ENGINEERING | 2020年 / 55卷 / 12期
关键词
Fishmeal wastewater; high organic wastewater; onsite industrial wastewater; anaerobic baffled reactor; swim bed technology; real scale operation; DEGRADATION;
D O I
10.1080/10934529.2020.1802978
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This study evaluates the process performance of a real-scale anaerobic baffled reactor (ABR) coupled with swim bed tank (SBT) as an aerobic post-treatment process in treating fishmeal wastewater discharged from an actual fishmeal processing factory in Bali, Indonesia. The industrial wastewater released from the aforementioned factory contains high concentrations of organic COD (more than 10 g COD center dot L-1) and ammonia (100 to 200 mg-N center dot L-1). During the study period, ABR demonstrated a high organic removal of 95.7 +/- 2.9%, with an organic loading rate of 2.1 +/- 1.3 kg COD center dot m(-3)center dot day(-1). Furthermore, the average total COD influent and effluent of the proposed system were 37,800 +/- 15,000 mg COD center dot L(-1)and 435 +/- 113 mg COD center dot L-1, respectively, during the entire experimental period. Based on the determination of volatile fatty acids (VFAs) and microbial community analysis of the ABR-retained sludge, the first and second columns of the ABR were utilized as hydrolysis zones and the third column functioned as an acidification zone. The remaining columns were used for methane production and as final removal zones. The results concluded that this system has the potential to treat fishmeal wastewater under onsite industrial conditions.
引用
收藏
页码:1415 / 1423
页数:9
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