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Dive into the research topics where Arie Zwijnenburg is active.

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Featured researches published by Arie Zwijnenburg.


Water Research | 2009

Low dose powdered activated carbon addition at high sludge retention times to reduce fouling in membrane bioreactors

Maxime Remy; Perry van der Marel; Arie Zwijnenburg; Wim H. Rulkens; Hardy Temmink

The addition of a low concentration of PAC (0.5gL(-1) of sludge, i.e. a dose of 4mgL(-1) of wastewater), in combination with a relatively long SRT (50 days), to improve membrane filtration performance was investigated in two pilot-scale MBRs treating real municipal wastewater. Continuous filterability tests at high flux showed the possibility to run for 18h at 72Lm(-2)h(-1) and 180h at 50Lm(-2)h(-1), while significant fouling occurred without PAC. In addition, measurements of the critical flux showed an increase of 10% for this strategy. Low dosage and high retention time makes it feasible and cost effective. Further advantages with regard to permeate quality and possible micropollutants removal are currently under investigation.


Water Research | 2014

In-situ biofilm characterization in membrane systems using Optical Coherence Tomography: formation, structure, detachment and impact of flux change.

C. Dreszer; Adam D. Wexler; Sandra Drusová; T. Overdijk; Arie Zwijnenburg; Hans-Curt Flemming; Joop C. Kruithof; J.S. Vrouwenvelder

Biofouling causes performance loss in spiral wound nanofiltration (NF) and reverse osmosis (RO) membrane operation for process and drinking water production. The development of biofilm formation, structure and detachment was studied in-situ, non-destructively with Optical Coherence Tomography (OCT) in direct relation with the hydraulic biofilm resistance and membrane performance parameters: transmembrane pressure drop (TMP) and feed-channel pressure drop (FCP). The objective was to evaluate the suitability of OCT for biofouling studies, applying a membrane biofouling test cell operated at constant crossflow velocity (0.1 m s(-1)) and permeate flux (20 L m(-2)h(-1)). In time, the biofilm thickness on the membrane increased continuously causing a decline in membrane performance. Local biofilm detachment was observed at the biofilm-membrane interface. A mature biofilm was subjected to permeate flux variation (20 to 60 to 20 L m(-2)h(-1)). An increase in permeate flux caused a decrease in biofilm thickness and an increase in biofilm resistance, indicating biofilm compaction. Restoring the original permeate flux did not completely restore the original biofilm parameters: After elevated flux operation the biofilm thickness was reduced to 75% and the hydraulic resistance increased to 116% of the original values. Therefore, after a temporarily permeate flux increase the impact of the biofilm on membrane performance was stronger. OCT imaging of the biofilm with increased permeate flux revealed that the biofilm became compacted, lost internal voids, and became more dense. Therefore, membrane performance losses were not only related to biofilm thickness but also to the internal biofilm structure, e.g. caused by changes in pressure. Optical Coherence Tomography proved to be a suitable tool for quantitative in-situ biofilm thickness and morphology studies which can be carried out non-destructively and in real-time in transparent membrane biofouling monitors.


Water Research | 2011

Effect of temperature shocks on membrane fouling in membrane bioreactors.

Paula van den Brink; On-Anong Satpradit; André van Bentem; Arie Zwijnenburg; Hardy Temmink; Mark C.M. van Loosdrecht

Temperature is known to influence the biological performance of conventional activated sludge systems. In membrane bioreactors (MBRs), temperature not only affects the bioconversion process but is also shown to have an effect on the membrane performance. Four phenomena are generally reported to explain the higher resistance for membrane filtration found at lower temperatures: (1) increased mixed liquor viscosity, reducing the shear stress generated by coarse bubbles, (2) intensified deflocculation, reducing biomass floc size and releasing EPS into the mixed liquor, (3) lower backtransport velocity and (4) reduced biodegradation of COD. Although the higher resistance at low temperatures has been reported in several papers, the relation with supernatant composition has not been investigated before. In this paper, the composition of the soluble fraction of the mixed liquor is related to membrane performance after exposing the sludge to temperature shocks. Flux step experiments were performed in an experimental system at 7, 15, and 25° Celsius with sludge that was continuously recirculated from a pilot-scale MBR. After correcting the permeate viscosity for temperature, higher membrane fouling rates were obtained for the lower temperature in combination with low fouling reversibility. The soluble fraction of the MBR mixed liquor was analysed for polysaccharides, proteins and submicron particle size distribution. At low temperature, a high polysaccharide concentration was found in the experimental system as compared to the MBR pilot. Upon decreasing the temperature of the mixed liquor, a shift was found in particle size towards smaller particles. These results show that the release of polysaccharides and/or submicron particles from sludge flocs could explain the increased membrane fouling at low temperatures.


Water Research | 2008

Biological black water treatment combined with membrane separation.

Ellen van Voorthuizen; Arie Zwijnenburg; Walter van der Meer; Hardy Temmink

Separate treatment of black (toilet) water offers the possibility to recover energy and nutrients. In this study three combinations of biological treatment and membrane filtration were compared for their biological and membrane performance and nutrient conservation: a UASB followed by effluent membrane filtration, an anaerobic MBR and an aerobic MBR. Methane production in the anaerobic systems was lower than expected. Sludge production was highest in the aerobic MBR, followed by the anaerobic MBR and the UASB-membrane system. The level of nutrient conservation in the effluent was high in all three treatment systems, which is beneficial for their recovery from the effluent. Membrane treatment guaranteed an effluent which is free of suspended and colloidal matter. However, the concentration of soluble COD in the effluent still was relatively high and this may seriously hamper subsequent nutrient recovery by physical-chemical processes. The membrane filtration behaviour of the three systems was very different, and seemed to be dominated by the concentration of colloidals in the membrane feed. In general, membrane fouling was the lowest in the aerobic MBR, followed by the membranes used for UASB effluent filtration and the anaerobic MBR.


Water Science and Technology | 2010

Feasibility of bioflocculation in a high-loaded membrane bioreactor for improved energy recovery from sewage

Ime Akanyeti; Hardy Temmink; Maxime Remy; Arie Zwijnenburg

The feasibility of a high-loaded membrane bioreactor to improve methane recovery from sewage was investigated. Although the process needs further optimization, it already is feasible to recover at least 35% of the sewage COD. Important aspects for further research are the occurrence of membrane fouling, and the optimum process conditions for bioflocculation, i.e. the proper SRT/HRT ratio, dissolved oxygen concentration and shear and overall energy production and consumption under optimised conditions.


Water Research | 2014

Impact of biofilm accumulation on transmembrane and feed channel pressure drop: Effects of crossflow velocity, feed spacer and biodegradable nutrient

C. Dreszer; Hans-Curt Flemming; Arie Zwijnenburg; Joop C. Kruithof; J.S. Vrouwenvelder

Biofilm formation causes performance loss in spiral-wound membrane systems. In this study a microfiltration membrane was used in experiments to simulate fouling in spiral-wound reverse osmosis (RO) and nanofiltration (NF) membrane modules without the influence of concentration polarization. The resistance of a microfiltration membrane is much lower than the intrinsic biofilm resistance, enabling the detection of biofilm accumulation in an early stage. The impact of biofilm accumulation on the transmembrane (biofilm) resistance and feed channel pressure drop as a function of the crossflow velocity (0.05 and 0.20xa0mxa0s(-1)) and feed spacer presence was studied in transparent membrane biofouling monitors operated at a permeate flux of 20xa0Lxa0m(-2)xa0h(-1). As biodegradable nutrient, acetate was dosed to the feed water (1.0 and 0.25xa0mgxa0L(-1) carbon) to enhance biofilm accumulation in the monitors. The studies showed that biofilm formation caused an increased transmembrane resistance and feed channel pressure drop. The effect was strongest at the highest crossflow velocity (0.2xa0mxa0s(-1)) and in the presence of a feed spacer. Simulating conditions as currently applied in nanofiltration and reverse osmosis installations (crossflow velocity 0.2xa0mxa0s(-1) and standard feed spacer) showed that the impact of biofilm formation on performance, in terms of transmembrane and feed channel pressure drop, was strong. This emphasized the importance of hydrodynamics and feed spacer design. Biomass accumulation was related to the nutrient load (nutrient concentration and linear flow velocity). Reducing the nutrient concentration of the feed water enabled the application of higher crossflow velocities. Pretreatment to remove biodegradable nutrient and removal of biomass from the membrane elements played an important part to prevent or restrict biofouling.


Desalination and Water Treatment | 2016

Compaction and relaxation of biofilms

R. Valladares Linares; Adam D. Wexler; Sz.S. Bucs; C. Dreszer; Arie Zwijnenburg; Hans-Curt Flemming; Joop C. Kruithof; J.S. Vrouwenvelder

AbstractOperation of membrane systems for water treatment can be seriously hampered by biofouling. A better characterization of biofilms in membrane systems and their impact on membrane performance may help to develop effective biofouling control strategies. The objective of this study was to determine the occurrence, extent and timescale of biofilm compaction and relaxation (decompaction), caused by permeate flux variations. The impact of permeate flux changes on biofilm thickness, structure and stiffness was investigated in situ and non-destructively with optical coherence tomography using membrane fouling monitors operated at a constant crossflow velocity of 0.1xa0mxa0s−1 with permeate production. The permeate flux was varied sequentially from 20 to 60 and back to 20xa0Lxa0m−2xa0h−1. The study showed that the average biofilm thickness on the membrane decreased after elevating the permeate flux from 20 to 60xa0Lxa0m−2xa0h−1 while the biofilm thickness increased again after restoring the original flux of 20xa0Lxa0m−2xa0h−1, i...


Desalination and Water Treatment | 2014

Development and testing of a transparent membrane biofouling monitor

C. Dreszer; Hans-Curt Flemming; Adam D. Wexler; Arie Zwijnenburg; Joop C. Kruithof; J.S. Vrouwenvelder

AbstractA modified version of the membrane fouling simulator (MFS) was developed for assessment of (i) hydraulic biofilm resistance, (ii) performance parameters feed-channel pressure drop and transmembrane pressure drop, and (iii) in situ spatial visual and optical observations of the biofilm in the transparent monitor, e.g. using optical coherence tomography. The flow channel height equals the feed spacer thickness enabling operation with and without feed spacer. The effective membrane surface area was enlarged from 80 to 200u2009cm2 by increasing the monitor width compared to the standard MFS, resulting in larger biomass amounts for analysis. By use of a microfiltration membrane (pore size 0.05u2009μm) in the monitor salt concentration polarization is avoided, allowing operation at low pressures enabling accurate measurement of the intrinsic hydraulic biofilm resistance. Validation tests on e.g. hydrodynamic behavior, flow field distribution, and reproducibility showed that the small-sized monitor was a represe...


International Journal of Systematic and Evolutionary Microbiology | 2016

Lachnotalea glycerini gen. nov., sp. nov., a novel anaerobe isolated from a nanofiltration unit treating anoxic groundwater.

Monika Jarzembowska; D. Z. Sousa; Florian Beyer; Arie Zwijnenburg; Caroline M. Plugge; Alfons J. M. Stams

A strictly anaerobic bacterium, strain DLD10T, was isolated from a biofilm that developed on a nanofiltration membrane treating anoxic groundwater using glycerol as substrate. Cells were straight to slightly curved rods 0.2-0.5u2009μm in diameter and 1-3u2009μm in length, non-motile and non-spore-forming. The optimum temperature and pH for growth were 30u2009°C and pHu20097.0. Strain DLD10T was able to grow in the presence of 0.03-4.5u200a% (w/v) NaCl. Substrates utilized by strain DLD10T included glycerol and various carbohydrates (glucose, sucrose, fructose, mannose, arabinose, pectin, starch, xylan), which were mainly converted to ethanol, acetate, H2 and formate. Thiosulphate, sulphur and Fe(III) were used as electron acceptors, but sulphate, fumarate and nitrate were not. The predominant membrane fatty acids were C16u200a:u200a0, iso-C17u200a:u200a1 and C17u200a:u200a1ω8c. The DNA G+C content was 36.4u200amol%. Strain DLD10T belongs to the family Lachnospiraceae and is distantly related to Clostridium populeti DSM 5832T, Hespellia porcina DSM 15481T and Robinsoniella peoriensis CCUG 48729T (93u200a% 16S rRNA gene sequence similarity). Physiological characteristics and phylogenetic analysis indicated that strain DLD10T is a representative of a novel species of a new genus, for which the name Lachnotalea glycerini gen. nov., sp. nov. is proposed. The type strain of Lachnotalea glycerini is DLD10T (u2009=u2009DSM 28816Tu2009=u2009JCM 30818T).


Journal of Membrane Science | 2009

An improved flux-step method to determine the critical flux and the critical flux for irreversibility in a membrane bioreactor

Perry van der Marel; Arie Zwijnenburg; Antoine Kemperman; Matthias Wessling; Hardy Temmink; Walter van der Meer

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Hardy Temmink

Wageningen University and Research Centre

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J.S. Vrouwenvelder

King Abdullah University of Science and Technology

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Joop C. Kruithof

UNESCO-IHE Institute for Water Education

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Hans-Curt Flemming

University of Duisburg-Essen

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Paula van den Brink

Delft University of Technology

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Maxime Remy

Wageningen University and Research Centre

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