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432   Industrial Wastewater Treatment, Recycling, and Reuse


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             OLR of 1.155 kg COD/m /day, the average TSS, COD, TOC, and
             BOD 5 removals were 100%, 95%, 95%, and 97%, respectively.
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          5. The average biogas and methane yields were 0.44 m /kg COD removed
                       3
             and 0.33 m /kg COD removed, respectively, for an OLR of 1.155 kg
                     3
             COD/m /day.
          6. The average flux of 80 LMH was maintained during a 60-day continu-
             ous operation of the membrane without chemical cleaning at an average
             MLSS of 10,635 mg/L in the bioreactor. The TMP was increased from
             0.6 to 0.8 bar during the 60-day operation of the AnMBR.
          The results of this study demonstrate that use of the AnMBR is feasible for the
          treatment of dilute municipal wastewater, with more than 90% organic
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          removal efficiency and a biogas yield of more than 0.4 m /kg COD removed.
          The permeate flux of more than 70 LMH is achievable with a TMP up to
          0.8 bar through periodic backwashing and cleaning of the membranes.



          10.6 FUTURE SCOPE AND RESEARCH NEEDS
          Even though the study shows that the treatment of low-strength synthetic

          wastewater is possible through AnMBR at 37 C, further studies on actual
          wastewater treatment at ambient temperature are required to prove the
          techno-commercial feasibility of the technology. To reduce the operating
          cost of the technology, further studies on submerged AnMBR need to be
          conducted. Membrane maintenance and cleaning activities are difficult in
          submerged AnMBR, and these issues need to be resolved. Studies on the
          enhancement of membrane flux and control on membrane fouling will help
          in reducing the operating cost of the treatment. Studies for establishing the
          membrane flux characteristics for actual wastewater treatment need to be
          carried out. Because anaerobic treatment is not very effective for removing
          nutrients, further studies on achieving nutrient removal through AnMBR
          need to be carried out.



          ACKNOWLEDGMENTS

          The study was part of the project on “Development of Anaerobic Mem-
          brane Bioreactor for Waste to Energy Solutions,” partially funded by the
          Department of Biotechnology, Government of India, under the BIPP
          scheme. The authors sincerely thank the Department of Biotechnology
          for its support.
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