Treatment of azo dye-containing wastewater in a combined UASB-EMBR system: Performance evaluation and membrane fouling study

被引:0
|
作者
Belli, Tiago Jose [1 ]
Dalbosco, Vlade [2 ]
Bassin, Joao Paulo [3 ]
Lunelli, Karina [1 ]
da Costa, Rayra Emanuelly [2 ]
Lapolli, Flavio Rubens [2 ]
机构
[1] Santa Catarina State Univ, Civil Engn Dept, BR-89140000 Ibirama, SC, Brazil
[2] Univ Fed Santa Catarina, Environm Engn Program, PPGEA, BR-88040900 Florianopolis, SC, Brazil
[3] Univ Fed Rio de Janeiro, Chem Engn Program, COPPE, POB 68502, Rio De Janeiro, RJ, Brazil
关键词
Membrane bioreactor; Upflow anaerobic sludge blanket reactor; Azo dye; Electrocoagulation; Membrane fouling; ELECTROCOAGULATION PROCESS; TEXTILE WASTEWATERS; ELECTRIC-CURRENT; RETENTION TIME; DECOLORIZATION; BIOREACTOR; REMOVAL; BIODEGRADATION; DEGRADATION; REACTOR;
D O I
10.1016/j.jenvman.2024.121701
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This work investigated the treatment of azo dye-containing wastewater in an upflow anaerobic sludge blanket (UASB) reactor combined with an electro-membrane bioreactor (EMBR). Current densities of 20 A m- 2 and electric current exposure mode of 6 ' ON/30 ' OFF were applied to compare the performance of the EMBR to a conventional membrane bioreactor (MBR). The results showed that dye (Drimaren Red CL-7B) removal occurred predominantly in the UASB reactor, which accounted for 57% of the total dye removal achieved by the combined system. When the MBR was assisted by electrocoagulation, the overall azo dye removal efficiency increased from 60.5 to 67.1%. Electrocoagulation batch tests revealed that higher decolorization rates could be obtained with a current density of 50 A m- 2. Over the entire experimental period, the combined UASB-EMBR system exhibited excellent performance in terms of chemical oxygen demand (COD) and NH4+-N removal, with average efficiencies above 97%, while PO43--P was only consistently removed when the electrocoagulation was used. Likewise, a consistent reduction in the absorption spectrum of aromatic amines was observed when the MBR was electrochemically assisted. In addition to improving the pollutants removal, the use of electrocoagulation reduced the membrane fouling rate by 68% (0.25-0.08 kPa d-1), while requiring additional energy consumption and operational costs of 1.12 kWh m- 3 and 0.32 USD m- 3, respectively. Based on the results, it can be concluded that the combined UASB-EMBR system emerges as a promising technological approach for textile wastewater treatment.
引用
收藏
页数:10
相关论文
共 50 条
  • [41] Comparative study on treatment performance, membrane fouling, and microbial community profile between conventional and hybrid sequencing batch membrane bioreactors for municipal wastewater treatment
    da Costa, Rayra Emanuelly
    Lobo-Recio, Maria Angeles
    Battistelli, Andre Aguiar
    Bassin, Joao Paulo
    Belli, Tiago Jose
    Lapolli, Flavio Rubens
    [J]. ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH, 2018, 25 (32) : 32767 - 32782
  • [42] Comparative study on treatment performance, membrane fouling, and microbial community profile between conventional and hybrid sequencing batch membrane bioreactors for municipal wastewater treatment
    Rayra Emanuelly da Costa
    Maria Angeles Lobo-Recio
    André Aguiar Battistelli
    João Paulo Bassin
    Tiago José Belli
    Flávio Rubens Lapolli
    [J]. Environmental Science and Pollution Research, 2018, 25 : 32767 - 32782
  • [43] TREATMENT OF AN AZO DYE - CONTAINING WASTEWATER IN INTEGRATED ANAEROBIC-AEROBIC MEMBRANE SEQUENCING BATCH REACTOR (MSBR) AT DIFFERENT HYDRAULIC RETENTION TIMES (HRTS)
    Zonoozi, Maryam Hasani
    Moghaddam, Mohammad Reza Alavi
    Maknoon, Reza
    [J]. ENVIRONMENTAL ENGINEERING AND MANAGEMENT JOURNAL, 2018, 17 (11): : 2667 - 2676
  • [44] Treatment of a simulated textile wastewater containing the azo-dye reactive orange 16 in an anaerobic-biofilm anoxic-aerobic membrane bioreactor
    Spagni, Alessandro
    Grilli, Selene
    Casu, Stefania
    Mattioli, Davide
    [J]. INTERNATIONAL BIODETERIORATION & BIODEGRADATION, 2010, 64 (07) : 676 - 681
  • [45] Treatment of a platinum leachate by membrane distillation: Mechanism of combined silica scaling and organic fouling for distinct system performance decline
    Chen, Gang
    Xie, Ming
    Huang, Manhong
    [J]. PROCESS SAFETY AND ENVIRONMENTAL PROTECTION, 2021, 146 : 877 - 885
  • [46] Study on the mechanism of mitigating membrane fouling in MFC-AnMBR coupling system treating sodium and magnesium ion-containing wastewater
    Hu, Jijing
    Cao, Xian
    Qu, Liwei
    Khodseewong, Sirapat
    Zhang, Shuai
    Sakamaki, Takashi
    Li, Xianning
    [J]. ENVIRONMENTAL TECHNOLOGY, 2024, 45 (28) : 6210 - 6223
  • [47] Study on evaluation index system of operational performance of municipal wastewater treatment plants in China
    Zhang Xiaoxin
    Huang Jin
    Lin Ling
    Li Yan
    [J]. 2018 2ND INTERNATIONAL WORKSHOP ON RENEWABLE ENERGY AND DEVELOPMENT (IWRED 2018), 2018, 153
  • [48] Evaluation of process performance and retained sludge properties of a psychrophilic UASB reactor for treatment of iso-plophyl alcohol (2-propanol)-containing wastewater
    Danshita, Tsuyoshi
    Miyaoka, Yuma
    Sumino, Haruhiko
    Iguchi, Akinori
    Yamaguchi, Takashi
    Syutsubo, Kazuaki
    [J]. JOURNAL OF ENVIRONMENTAL SCIENCE AND HEALTH PART A-TOXIC/HAZARDOUS SUBSTANCES & ENVIRONMENTAL ENGINEERING, 2018, 53 (13): : 1177 - 1184
  • [49] Study on the membrane distillation performance of polyvinylidene fluoride hydrophobic hollow fiber membranes in salt containing wastewater treatment
    Wu, Chun-Rui
    Liu, Dong
    Chen, Hua-Yan
    Jia, Yue
    Wang, Xuan
    Lu, Xiao-Long
    [J]. Gongneng Cailiao/Journal of Functional Materials, 2008, 39 (12): : 2018 - 2021
  • [50] Treatment of high strength industrial wastewater with membrane bioreactors for water reuse: Effect of pre-treatment with aerobic granular sludge on system performance and fouling tendency
    Di Trapani, Daniele
    Corsino, Santo Fabio
    Torregrossa, Michele
    Viviani, Gaspare
    [J]. JOURNAL OF WATER PROCESS ENGINEERING, 2019, 31