16701 Melford Blvd. Suite 330

Bowie, MD, United States

16701 Melford Blvd. Suite 330

Bowie, MD, United States
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Maillard V.M.,16701 Melford Blvd. Suite 330 | Perri K.L.,16701 Melford Blvd. Suite 330 | Vernooy J.M.,16701 Melford Blvd. Suite 330 | Young T.A.,16701 Melford Blvd. Suite 330
Water Practice and Technology | Year: 2014

Membrane bioreactors are known for producing high quality effluent from wastewater treatment facilities in order to meet stringent regulatory requirements (Fleischer et al. 2005), accommodate growth (Vadiveloo & Cisterna 2008), provide opportunities for water reuse (Schmidt et al. 2011), and achieve other operational goals for various municipalities, utilities and industries (Cummings & Frenkel 2008). The process of testing, starting up and optimizing an MBR process for enhanced nutrient removal at the end of a construction project is often overlooked. Even a well-designed MBR can fail to meet expectations if the system is not properly configured during the startup phase, making this a critical step in any successful implementation of membrane technology. The startup phase of two municipal MBR plants were compared to demonstrate the importance of various strategies for initial process optimization, with a focus on lessons learned, techniques and performance expectations that can be applied to future projects. © IWA Publishing 2014.

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