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      Treatment of Wastewater from a Food and Beverage Industry Using Conventional Wastewater Treatment Integrated with Membrane Bioreactor System: A Pilot-Scale Case Study

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          Abstract

          This study compares the performance of the Hollow Fiber (HF) and Flat Sheet (FS) types of membrane bioreactors (MBRs) for the treatment of food and beverage (F&B) industry wastewater in a pilot-scale study of a wastewater treatment plant (WWTP). HF and FS membrane configurations were evaluated at two different Mixed Liquor Suspended Solid (MLSS) levels: 6000 mg/L and 12,000 mg/L. The performance of each configuration was evaluated in terms of Chemical Oxygen Demand (COD) and Total Suspended Solid (TSS) removals for effluent quality measurement. The transmembrane pressure (TMP), flux rate, and silt density index (SDI) were monitored and calculated for membrane fouling assessment. The results show that the rejection rates of COD and TSS for HF and FS membrane types were more than 84% for the two different MLSS levels. During the study, the HF membrane recorded 0.3 bar transmembrane pressure, which complies with the recommended range (i.e., two to three times of chemical cleaning). On the other hand, the FS membrane operates without chemical cleaning, and the TMP value was below the recommended range at 0.2 bar. It was found that the flux values recorded for both the HF and FS systems were within the recommended range of 40 L/m 2/h. Analysis of SDI revealed that the calculated index ranged between 1 and 2.38 and was within the allowable limit of 3. Both types of MBR consistently achieved an 80% to 95% rejection rate of COD and TSS. Effluent quality measurement of treated F&B wastewater in this pilot-scale study using a WWTP integrated with an MBR indicated a good achievement with compliance with the Malaysia industrial effluent discharge standards.

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          Membrane Bioreactor (MBR) Technology for Wastewater Treatment and Reclamation: Membrane Fouling

          The membrane bioreactor (MBR) has emerged as an efficient compact technology for municipal and industrial wastewater treatment. The major drawback impeding wider application of MBRs is membrane fouling, which significantly reduces membrane performance and lifespan, resulting in a significant increase in maintenance and operating costs. Finding sustainable membrane fouling mitigation strategies in MBRs has been one of the main concerns over the last two decades. This paper provides an overview of membrane fouling and studies conducted to identify mitigating strategies for fouling in MBRs. Classes of foulants, including biofoulants, organic foulants and inorganic foulants, as well as factors influencing membrane fouling are outlined. Recent research attempts on fouling control, including addition of coagulants and adsorbents, combination of aerobic granulation with MBRs, introduction of granular materials with air scouring in the MBR tank, and quorum quenching are presented. The addition of coagulants and adsorbents shows a significant membrane fouling reduction, but further research is needed to establish optimum dosages of the various coagulants/adsorbents. Similarly, the integration of aerobic granulation with MBRs, which targets biofoulants and organic foulants, shows outstanding filtration performance and a significant reduction in fouling rate, as well as excellent nutrients removal. However, further research is needed on the enhancement of long-term granule integrity. Quorum quenching also offers a strong potential for fouling control, but pilot-scale testing is required to explore the feasibility of full-scale application.
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            Energy Self-sufficient Wastewater Treatment Plants: Feasibilities and Challenges

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              Sustainability of dairy and soy processing: A review on wastewater recycling

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                Author and article information

                Contributors
                Role: Academic Editor
                Journal
                Membranes (Basel)
                Membranes (Basel)
                membranes
                Membranes
                MDPI
                2077-0375
                21 June 2021
                June 2021
                : 11
                : 6
                : 456
                Affiliations
                [1 ]Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, Serdang 43400, Malaysia; sabng@ 123456icloud.com (S.N.M.N.); t_nurfarhana@ 123456yahoo.com (T.N.T.M.M.)
                [2 ]Cheme Advance Services Sdn. Bhd., Wisma Albe Advance, No 2, Jalan BS7/16, Kawasan Perindustrian Bukit Serdang, Seri Kembangan 43300, Malaysia
                [3 ]Department of Civil and Environmental Engineering, Islamic University of Technology (IUT), Gazipur 1704, Bangladesh; ashikcivil@ 123456yahoo.com
                [4 ]Department of Civil and Construction Engineering, Swinburne University of Technology, Melbourne, VIC 3122, Australia
                [5 ]Department of Chemical and Environmental Engineering, Faculty of Engineering, Universiti Putra Malaysia, Serdang 43400, Malaysia; melzura85@ 123456gmail.com
                Author notes
                [* ]Correspondence: syazwani@ 123456upm.edu.my ; Tel.:+60-13-692-2301
                Author information
                https://orcid.org/0000-0003-1318-4040
                https://orcid.org/0000-0002-0015-6123
                https://orcid.org/0000-0001-6190-1513
                Article
                membranes-11-00456
                10.3390/membranes11060456
                8235490
                7dc2b17b-5b59-4975-b9b5-032f39c6505e
                © 2021 by the authors.

                Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license ( https://creativecommons.org/licenses/by/4.0/).

                History
                : 29 April 2021
                : 12 June 2021
                Categories
                Article

                food and beverage wastewater,wastewater treatment plant,membrane bioreactor,hollow fiber,flat sheet,mixed liquor suspended solid and dissolved air floatation

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