Methods, compositions and systems for controlling fouling of a membrane

Abstract

The present invention provides methods and compositions for improving permeability and flux in a membrane filtration system, especially in water or wastewater treatment processes.

Description

CROSS-REFERENCE TO RELATED APPLICATIONS[0001]This application claims the benefit under 35 U.S.C. 119 of U.S. provisional application Nos. 61 / 259,936 and 61 / 369,801 filed Nov. 10, 2009 and Aug. 2, 2010, respectively, the contents of which are fully incorporated herein by reference.REFERENCE TO A SEQUENCE LISTING[0002]This application contains a Sequence Listing in computer readable form, which is incorporated herein by reference.FIELD OF THE INVENTION[0003]The present invention provides methods and compositions for improving permeability and flux in a membrane filtration system, especially in water or wastewater treatment processes.BACKGROUND OF THE INVENTION[0004]Membrane bioreactor (MBR) systems are becoming an increasingly popular solution for water and wastewater treatment. Although membrane systems for water treatment and purification have been in use for decades, the employment of MBR systems as a widespread solution for water and wastewater treatment has generally been disrega...

AI Technical Summary

Benefits of technology

[0017]In one aspect, the present invention provides a method of improving permeability or flux of a membrane used in a process, comprising subjecting the membrane to one or more microorganisms capable of reducing or preventing the development of undesirable biofilm on the membrane.

[0018]In another aspect, the present invention provides a method of increasing the critical flux of a membrane used in a process, comprising subjecting the membrane to one or more microorganisms capable of reducing or preventing the development of undesirable biofilm on the membrane.

[0019]In another aspect, the present invention provides a method of reducing or preventing fouling of a membrane used in a process, comprising subjecting the membrane to one or more microorganisms capable of reducing or preventing the development of undesirable biofilm on the membrane.

Problems solved by technology

Although membrane systems for water treatment and purification have been in use for decades, the employment of MBR systems as a widespread solution for water and wastewater treatment has generally been disregarded in favor of more conventional biotreatment plants.

One significant reason for such disregard is that MBR systems are often comparatively more expensive than conventional treatment systems.

One major drawback to membrane filtration processes is membranes tend to foul.

As the membranes foul, the permeability of the membranes decrease, and the effectiveness of the whole process is reduced.

However, air scouring significantly increases operating costs and is not completely effective at maintaining adequate critical flux rates.

These methods are energy-intensive and not applicable to all membrane types.

However, frequent chemical cleaning is costly due to the loss in system operation time, decreased life expectancy of the membranes, and large consumption of cleaning chemicals.

However, chemical cleaning cannot remove all permanent or irreversible fouling substances and residual resistance of the membrane remains.

This residual resistance or “irrecoverable” fouling is the fouling that builds up on the membrane over a number of years and ultimately limits the lifetime of the membrane.

Weekly cleaning measures may include cleaning with higher chemical concentration, and less often regular cleaning may include even more intensive chemical cleaning with a significant negative effect on membrane lifespan.

The steady fouling stage includes further pore blocking by particulate matter, but is also disadvantageous due to increased cake formation and biofilm growth on the membranes.

This stage of fouling does not always occur homogeneously across the membrane, but steady fouling increases TMP and decreases permeability, resulting in a decrease in flux.

However, regardless of the mechanism, once TMP jump occurs, the membrane is so significantly fouled that it often is ineffective for use in the process.

Generally, an increase in process temperature results in an increased flux rate.

This flux improvement with higher temperature may be due to a decrease in permeate viscosity, and may decrease the rate of fouling.

However, controlling the temperature of the water or wastewater treatment process is typically not feasible and would be cost prohibitive.

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