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Updated: Jun 16, 2026

A Novel Bioreactor for High Density Cultivation of Diverse Microbial Communities
Published on: December 25, 2015
Peak flux performance and microbial removal by selected membrane bioreactor systems
Zakir M Hirani1, James F DeCarolis, Samer S Adham
1MWH Americas Inc., 618 Michillinda Avenue, Suite 200, Arcadia, CA 91007, United States. zakir.hirani@mwhglobal.com
This pilot study evaluated membrane bioreactor (MBR) systems for wastewater treatment, showing they can handle peak flows with moderate fouling and achieve high microbial removal. MBRs offer effective wastewater treatment, even under demanding peak flow conditions.
Area of Science:
- Environmental Engineering
- Water Treatment Technologies
- Membrane Bioreactor (MBR) Systems
Background:
- Wastewater treatment plants (WWTPs) face challenges in managing variable flow rates, especially peak flows.
- Membrane bioreactor (MBR) systems are increasingly adopted for their efficiency in producing high-quality effluent.
- Understanding MBR performance under peak flux conditions is crucial for optimizing operational strategies.
Purpose of the Study:
- To evaluate the operational and water quality performance of six MBR systems under average and peak flux conditions.
- To assess the impact of peak flux operation on membrane permeability and fouling.
- To determine the microbial removal efficiency, including MS-2 coliphage rejection, during peak flux.
Main Methods:
- A 18-month pilot study at Point Loma Wastewater Treatment Plant (PLWWTP) using six MBR systems.
- Systems were operated at peak flux (4 h/day for 6 consecutive days) to assess performance.
- Virus seeding studies with MS-2 coliphage were conducted during peak flux to evaluate rejection capabilities.
Main Results:
- MBR systems achieved excellent steady-state effluent quality (<2 mg/L BOD, <0.1 NTU turbidity).
- Peak flux operation resulted in a reversible 22-32% drop in permeability, increasing with MLSS concentration.
- MBR systems demonstrated high microbial removal (5.8-6.9 logs total coliforms, >5.5-6.0 logs fecal coliforms) and significant MS-2 coliphage removal (1.0-4.4 logs when seeded).
Conclusions:
- MBR systems can effectively manage peak flows for extended periods with moderate fouling.
- Submerged MBR permeability is sensitive to MLSS concentration during peak flux events.
- MBR systems provide robust microbial removal, though seeded MS-2 coliphage removal varied, possibly due to particle association.
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