The present invention is concerned with a hollow fibre membrane for use in a Membrane Supported Biofilm Reactor (MSBR), or one embodiment of this reactor generally referred to as a membrane aerated biofilm reactor (MABR), and to a reactor utilising an array of such hollow fibre membranes, in particular for the large scale treatment of effluent such as municipal wastewater or the like. It will however be appreciated that the hollow fibre membrane of the invention may be used with any reactor which utilises one or more membranes to supply gas direclty to a biofilm.
In an MSBR, the biofilm is naturally immobilized on a gas permeable membrane. Oxygen or other gas diffuses through the membrane into the biofilm where oxidation of pollutants or biological reaction with other bio-available compounds, supplied at the biofilm-liquid interface, takes place. The gas supply rate is controlled by the intra-membrane gas partial pressure (a process parameter) and membrane surface area (a design parameter). The MABR concept is originally described in U.S. Pat. No. 4,181,604, but successful commercialization has not materialized, primarily due to the difficulty in controlling the amount of biofilm in the reactor. In particular, excessive biofilm formation is known to cause clogging/channelling in the bioreactor, particularly in hollow fibre type systems, the dominant membrane configuration.
Biofilms, which comprise a community of microorganisms attached to a surface, have long been exploited for wastewater treatment. Natural immobilization of the microbial community on inert supports allows excellent biomass retention and accumulation without the need for solid-separation devices. In the context of wastewater treatment, the ability of biofilm based processes to completely uncouple solids retention time (SRT) from hydraulic retention time (HRT) is especially useful for slow-growing organisms which would otherwise be washed out of the system, nitrifying biofilms being a case in point. Established biofilm processes, such as the trickling filter became popular in the 20th century because they offered simple, reliable and stable operation. Innovation in wastewater treatment technology is driven largely by the need to meet increasingly stringent regulatory standards and by the need to reduce the capital and operating costs of treatment processes. In recent years, these drivers have prompted the emergence of improved biofilm processes such as the
Biological Aerated Filter (BAF) and the Moving Bed Biofilm Reactor (MBBR). One of the key advantages of biofilm-based processes is the potentially high volumetric reaction rate that can be attained due the high specific biomass concentration. Unfortunately, this advantage is rarely exploited in full-scale processes as a result of oxygen transfer limitations into thick biofilms. Biofilms in wastewater treatment systems are frequently thicker than the penetration depth of oxygen, typically 50 μm to 150 μm and, under high carbon-loading rates, the process becomes oxygen transfer rate limited. This problem, combined with the difficulty in controlling biofilm thickness has resulted in the application of biofilm technology predominantly for low-rate processes. Innovative technologies to overcome this problem are mainly based on methods that increase the specific surface area (particle based biofilm technologies), or on methods for increasing the oxidation capacity and efficiency, such as the membrane-aerated biofilm reactor (MABR).
The incorporation of membranes in wastewater treatment reactors can be traced back several decades when Schaffer et al (1960) reported the use of plastic films of unspecified material for oxygenation of a wastewater. Visible biological growth was observed on the polymer and it was reported that this had no observable effect on the oxygen transfer rate. It was not until 1978 when Yeh and Jenkins (1978) reported results of experiments with Teflon tubes in synthetic wastewater, that the potential of the membrane for oxygenation was recognized. This work was inspired by the emergence of hollow-fibre oxygenation systems for cell and tissue culture in the early 1970s. By 1980 the first patent was issued for a hollow fibre wastewater treatment reactor in which the biological oxidation takes place on the surface of micro-porous membranes. However, commercial exploitation of the technology has not yet emerged and until the present time there have been very limited trials of the technology beyond laboratory scale.
The MABR has several advantages over conventional biofilm technologies;
Over a hundred research articles concerning both fundamental and applied aspects of the MABR have been published for a range of wastewater treatment application areas and the number of publications has surged dramatically in the past couple of years. The increased interest in the MABR has arisen perhaps due to a realization that it is a technology that can both achieve process intensification in wastewater treatment as well as offering the potential for significant energy cost savings.
There are a number of patents relating to MABR technology, however none of these incorporate effective biofilm control technology. EP2361367 aims to tackle the issue of biofilm control by providing the basis for determining when it is necessary to instigate the biofilm control.
To ensure the MABR can compete in the Waste Water Treatment marketplace there is a critical need to ensure that the oxygenation membranes have high oxygen permeability, are robust, cost effective and suitable for the immobilisation of biofilm. If the MABR is to achieve the potential indicated by laboratory scale trials, several technical challenges need to be overcome. The primary obstacle to full scale implementation has been the problem of excess biomass control which can lead to significant performance deterioration. In light of the method disclosed in EP2361367 to determine when biofilm control takes palace, it becomes necessary to prevent complete biofilm removal during the biofilm control procedure.
This is the paradox of the MABR, in that from a bio-catalytic point of view the more biofilm the better the reactor performs, however above a certain limit the accumulation of biofilm can cause severe problems with liquid flow distribution. The ideal MABR will operate in a cyclical manner with biofilm accumulation, partial removal and re-growth. In order to maintain the biofilm in the optimum range a mechanism to prevent complete biofilm detachment during the control operation is required. Many of the laboratory scale studies reported to-date in the literature were operated with low membrane packing densities and thus, the problem of biomass control was not prioritized. In assessing the prospect of the technology it is necessary to carefully examine the results of prior studies where modules were trialled using membrane packing densities high enough to be realistic for commercial application of MABR technology. Invariably these studies (Semmens et al, 2003, Semmens, 2005) have shown that significant clogging of the membrane module occurs, usually after several weeks or months of operation. This problem of excess biomass formation is concomitant with deterioration in the performance of the reactor in meeting its pollutant removal efficiencies.
U.S. Pat. No. 4,181,604 (issued on Jan. 1, 1980), describes a module having several loops of hollow fibre porous membranes connected at both ends to a pipe at the bottom of a tank containing wastewater. The pipe carries oxygen to the lumens of the membranes and oxygen diffuses through the membrane pores to an aerobic biofilm growing on the outer surface of the membranes. In U.S. Pat. No. 4,746,435 the same apparatus is used but the amount of oxygen containing gas is controlled to produce a biofilm having aerobic zones and anaerobic zones. U.S. Pat. No. 6,558,549 describes an apparatus for treatment of wastewater where a biofilm is cultivated on the surface of non-rigid (sheet like) planar gas transfer membranes immersed in the wastewater tank in the vertical direction. The invention is an immersion type membrane system possibly for use in wastewater retrofit applications. There is however no effective means of biofilm thickness control. An air bubble scouring method is unlikely to be effective, and may remove all of the biofilm thereby impinging process performance.
U.S. Pat. No. 5,403,479 describes an in situ cleaning system for fouled membranes. The membrane is cleaned by a cleaning fluid containing a biocide. U.S. Pat. 5,941,257 describes a method for two-phase flow hydrodynamic cleaning for piping systems. U.S. Pat. No. 7,367,346 describes a method for cleaning hollow tubing and fibres. These three patents are applied for the cleaning hemodialyzers used for dialysis and hollow fibre modules used in water treatment and separations. They are not applicable to systems where the material to be cleaned is acting as a biocatalyst and do not have any form of process sensing linked to the cleaning method.
The present invention seeks to provide an improved hollow fibre membrane for use with membrane aerated biofilm reactors.
According to a first aspect of the present invention there is provided an aerated biofilm reactor fibre membrane comprising a substantially cylindrical sidewall defining an internal lumen from which gas can permeate through the sidewall; characterised in that at least a part of an outer surface of the fibre membrane is engineered to define at least one biofilm retaining region.
Preferably, the outer surface of the fibre membrane defines an array of the engineered biofilm retaining regions.
Preferably, the engineered biofilm retaining region of the outer surface comprises one or more concave regions.
Preferably, the engineered biofilm retaining region of the outer surface comprises one ore more substantially radially extending protrusions.
Preferably, the engineered biofilm retaining region of the outer surface comprises one ore more substantially longitudinally extending corrugations.
Preferably, the outer surface of the fibre membrane is multilateral.
Preferably, an inner surface of the fibre membrane, which defines the lumen, is shaped to optimise gas transfer through the sidewall.
Preferably, the fibre membrane is formed as a polymer extrusion.
Preferably, the fibre membrane comprises an open end through which gas may be supplied to the lumen.
Preferably, the fibre membrane has an external diameter in the range of between 0.2 mm to 5 mm, more preferably between 0.35 mm and 0.9 mm, and most preferably 0.5 mm.
Preferably, the fibre membrane comprises a gas permeable polymer.
Preferably, the fibre membrane comprises polydimethyl siloxane (PDMS).
According to a second aspect of the present invention there is provided a membrane aerated biofilm reactor comprising a plurality of hollow fibre membranes according to the first aspect of the invention.
Preferably, the reactor comprises means for supplying a gas to the lumen of the fibre membranes.
Preferably, at least an open end of each fibre membrane is captured in an anchor.
Preferably, the fibre membranes are arranged in groups.
Referring now to
Turning then to
Unlike prior art fibres, in the
The fibre membrane 12 is preferably produced by extruding a polymer through a suitably shaped die (not shown) to provide the desired external and internal profiles to the fibre membrane 10. It will however be immediately understood that any other suitable method of manufacturing the fibre membrane 10 may be employed, and the material or combination of materials selected to form the fibre membrane 10 may be varied. The fibre membrane 12 is preferably comprised of silicone (polydimethyl siloxane (PDMS)) Or a modified version of PDMS, although other suitable materials may be employed.
Referring to
In particular, referring to
The cross-section illustrated in
The cross-section of illustrated in
Turning to
In each of the above fibre membranes at least one, and preferably an array of, biofilm retaining regions are defined about an outer surface of the fibre membrane, such that during a high sheer event such as a biofilm purge in order to prevent clogging of a reactor, some level of biofilm is retained in the retaining regions on the outer surface of each fibres membrane, in order to facilitate a speedy regrowth of the biofilm following the high shear event, in order to allow the reactor to be fully operational in a reduced period of time.
Number | Date | Country | Kind |
---|---|---|---|
1404274.1 | Mar 2014 | GB | national |
Filing Document | Filing Date | Country | Kind |
---|---|---|---|
PCT/EP2015/055047 | 3/11/2015 | WO | 00 |