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Macromolecular fouling during membrane filtration of complex fluids /Ye, Yun. January 2005 (has links)
Thesis (Ph. D.)--University of New South Wales, 2005. / Also available online.
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Ultrasonic measurement of membrane fouling during microfiltration of natural brown waterMbanjwa, Mesuli Bonani January 2007 (has links)
Thesis (MTech (Engineering))--Cape Peninsula University of Technology, 2007 / The removal of the colour-eausing natural organic matter (NOM) from natural
brown water (NSW) to be used for drinking purposes is of paramount
importance. One of the methods available to remove NOM from NSW is the use
of pressure-driven membrane separation systems. One of the limitations in
efficiently applying membrane filtration in the treatment of NOM-eontaining
water is membrane fouling that is caused by foulants, such as NOM, that
accumulate on the membrane surface and in the membrane pores.
Microfiltration (MF), as a membrane separation system, is susceptible to severe
membrane fouling during membrane filtration of NSW. Fouling is characterized
by a rapid decline in permeate flux and loss of productivity.
Progress in developing more effective control and prevention of fouling is
impeded by the absence of suitable fouling measurement and characterization
techniques. An in situ method for measuring membrane fouling is necessary for
detection of membrane fouling during MF of NSW at the eartiest stages so that
the corrective actions can be taken before fouling is permanently adsorbed onto
the membrane surface.
In this study, an ultrasonic-based method was effectively used to detect and
measure the growth of membrane fouling dUring MF of NSW, in situ. Fouling
exp~riments results showed the formation of a new peak on the ultrasonic
response echo signal due to the presence of a fouling layer on the surface of
the membrane. The ultrasonic signals acquired during the in-situ detection of
membrane fouling were analysed using wavelet transforms (WTs). Wavelet
analysis was applied to differential signals to obtain additional information about
fouling. Differential signals were calculated by subtracting the baseline
measurement signals from the test signals. The presence of the fouling layer on
membranes was verified by atomic force microscopy (AFM) and scanning
electron microscopy (SEM) analyses of the fouled membranes.
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Cleaning of micro- and ultrafiltration membranes with infrasonic backpulsing.Shugman, Emad Musbah 12 1900 (has links)
Thesis (MScEng (Process Engineering))--University of Stellenbosch, 2009. / ENGLISH ABSTRACT: Membrane fouling is universally considered to be one of the most critical problems in the
wider application of membranes in filtration separation. Fouling is caused by the deposition of
particles not only on the surface of the membrane, but also inside the membrane pores, which
reduces permeate flux and leads to a reduction of the efficiency and the longevity of the
membrane. The backpulsing cleaning method can be used to remove deposited foulants from
the surface of the membrane, without having to shut down the plant. Ultrasonic time-domain
reflectometry (UTDR) is a nondestructive technique, used to detect and measure the growth
of fouling layer on the membrane surface during microfiltration and ultrafiltration processes.
In this study flat-sheet microfiltration (MF) and ultrafiltration (UF) membranes were fouled
during a cross-flow filtration processes using dextrin, yeast or alumina (feed pressure 100 kPa
and feed flow rate 0.45 liter/minute), in a flat cell. Infrasound frequency backpulsing, in the
permeate space, was used to clean the membranes. Backpulsing was carried out using the
permeate water or soap solutions. The peak pressure amplitude of the pulses used to clean the
membranes was 140 kPa, the pulsing was applied at a frequency of 6.7 Hz.
The main objectives of this research were: (1) to obtain a fundamental understandimg of how
foulants deposit on membrane surfaces and how the foulant deposits can be removed using
the backpulsing cleaning technique during MF and UF, (2) to use the ultrasonic measurement
technique for monitoring the growth and removal of the fouling layer on the membrane
surface and (3) Use scanning electron microscopy (SEM) as a direct measurement technique
to analyze the structure the foulant deposits on membrane surfaces before and after cleaning.
Results showed that a flux value of between 55% and 98% of the clean water flux value can
be achieved by backpulsing cleaning. UTDR was successfully applied to monitor membrane
cleaning and provide information about the growth and removal of fouling layers on the
membrane surface. / AFRIKAANSE OPSOMMING: Membraanaanvuiling is wêreldwyd bekend as een van die mees kritieke probleme wat die
wyer aanwending van membrane vir skeidingsprosesse benadeel. Aanvuiling word veroorsaak
deur die deponering van partikels, nie net op die oppervlak van die membraan nie, maar ook
binne-in die membraanporieë, wat die volgende tot gevolg het: 'n afname in vloed deur die
membraan, 'n afname in die effektiwiteit van die membraan, en 'n korter membraanleeftyd.
Die teenpulsskoonmaakmetode kan gebruik word om die aanvuilingslaag vanaf die
membranoppervlakte te verwyder sonder dat dit nodig is om die membraantoetsapparaat af te
skakel. Ultrasoniese-tydsgebied-weerkaatsing (UTW) is 'n nie-vernietigende tegniek wat
gebruik kan word om die groei van 'n aanvuilingslaag op 'n membraanoppervlakte tydens
mikrofiltrasie (MF) of ultrafiltrasie (UF) te identifiseer en te meet.
In hierdie studie is plat-vel MF en UF membrane bevuil gedurende 'n kruisvloeifiltrasieproses
deur gebruik to maak van dekstraan, gis of alumina, in 'n plat sel. Infraklank-frekwensieteenpols,
in die permeaatgebied, is gebruik om die membrane skoon te maak. Hiervoor is die
proseswater of 'n seepoplossing gebruik. Die maksimum drukamplitude van die pulse wat
gebruik is was 140 kPa, en die puls was aangewend teen 'n frekwensie van 6.7 Hz.
Die hoofdoelwite van hierdie studie was die volgende: (1) om inligting in te win oor hoe
aanvuilingsmateriale op membraanoppervlaktes gedeponeer word tydens MF en UF en hoe
hulle verwyder kan word deur gebruik te maak van die teenpulsskoonmaaktegniek; (2) om
van die teenpulsskoonmaaktegniek gebruik te maak om die groei van die bevuilingslaag
asook die verwydering daarvan op die membraanoppervlakte te monitor; en (3) om van
skandeerelektronmikroskopie (SEM) as 'n direkte analitiesetegniekgebruik te maak om die
struktuur van die aanvuilingsmateriaal voor en na die die skoonmaakproses te analiseer.
Deur gebruik te maak van teenpulsskoonmaak kon die membraanvloed tot tussen 55–98% van
die oorspronklike suiwerwatervloed verbeter word. Sodoende is ultrasoniese-tydsgebiedweerkaatsing
suksesvol gebruik om die skoonmaak van membrane te monitor asook om
inligting in te win i.v.m. die groei en verwydering van die aanvuilingslae op die
membraanoppervlaktes.
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System hydrodynamics to reduce fouling of air-sparged immersed flat-sheet microfiltration membranesHamann, Martin Louis 12 1900 (has links)
Thesis (MScEng (Process Engineering))--University of Stellenbosch, 2010. / ENGLISH ABSTRACT: Immersed membrane systems hold many operational and environmental advantages in biological
treatment of wastewater. However, immersed membrane filtration have only found application in
niche markets to date because of higher capital and operating costs associated with membrane
fouling. But with capital costs on the decline as membranes become less expensive, immersed
membrane systems are increasingly considered as an attractive alternative to conventional
treatment processes. Operating costs remain high however, since energy intensive techniques
such as air-sparging are required to limit membrane fouling. Improving the air-scouring efficiency
of air-sparged immersed membranes can significantly reduce operating costs and unlock the
immersed membrane system technology to wider application.
The aim of this study was to identify factors that will improve air-scouring efficiency in order to
produce guidelines that will help in the development of an immersed microfiltration membrane
system with a resulting lower operating cost. Although, the research was done on a flat-sheet
microfiltration membrane, the guidelines obtained can be used for the development of any
immersed microfiltration membrane arrangement.
An airlift reactor set-up was chosen for this study. Six system hydrodynamic factors were
evaluated in a factorial design to determine their effects on the cross-flow velocity profile. They
were the downcomer area to riser area ratio, top clearance distance, bottom clearance distance,
aeration intensity, water depth and air sparger location. It was found that the air-scouring
efficiency was increased by generating a cross-flow velocity profile with increased magnitude and
uniformity, but absolute uniformity of the cross-flow velocity profile was found to be a prerequisite
for optimisation of air-scouring efficiency. Downcomer area to riser area ratio was found to be
99.9% significant in determining the magnitude of the cross-flow velocity profile.
Two models were developed to respectively predict the relative magnitude and uniformity of the
cross-flow velocity profile. By using these two models, a methodology was developed to design an
airlift reactor set-up that would produce system hydrodynamics with an improved air-scouring
efficiency. / AFRIKAANSE OPSOMMING: Gesonke membraanstelsels beskik oor talle bedryfs- en omgewingsvoordele in biologiese
behandeling van afvalwater. Maar weens die hoër kapitaal- en bedryfskostes wat gepaardgaan
met membraanbevuiling, kon gesonke membraanstelsels tot op hede nog net toepassing in
nismarkte vind. Maar soos kapitaalkoste daal met al hoe goedkoper membrane beskikbaar, word
gesonke membraanstelsels al hoe aanlokliker as ‘n alternatief vir konvensionele
behandelingsprosesse. Bedryfskostes bly egter hoog aangesien energie-intensiewe tegnieke soos
lugborreling benodig word om membraanbevuiling te vertraag. Deur die effektiwiteit van die
skropaksie wat lugborreling aan gesonke membrane bied te verbeter, kan ‘n beduidende besparing
in bedryfskostes teweeggebring word om sodoende die uitgebreide toepassing van gesonke
membraanstelsel tegnologie moontlik te maak.
Hierdie studie het ten doel gehad die identifisering van faktore wat lugskropaksie effektiwiteit kan
verbeter en om riglyne op te stel vir die ontwikkeling van ‘n gesonke mikrofiltrasie membraanstelsel
met gevolglik laer bedryfskostes. Alhoewel hierdie navorsing ‘n plat-blad mikrofiltrasie membraan
gebruik het, kan die riglyne steeds vir enige gesonke mikrofiltrasie membraanuitleg gebruik word.
Daar is besluit op ‘n lugligter-reaktor opstelling vir hierdie studie. Ses stelselhidrodinamika faktore
is geëvalueer in ‘n faktoriale ontwerp om hul effekte op die kruisvloei snelheidsprofiel te bepaal.
Hulle was die afvloei-area tot opvloei-area verhouding, topruimte-afstand, bodemruimte-afstand,
belugtingsintensiteit, waterdiepte en belugterligging. Daar is bevind dat die lugskropaksie
effektiwiteit verhoog word wanneer ‘n kruisvloei snelheidsprofiel geskep word met ‘n verhoogde
grootte en gelykvormigheid, maar die absolute gelykvormigheid van die kruisvloei snelheidsprofiel
is gevind om ‘n voorvereiste te wees vir optimale effektiwiteit. Afvloei-area tot opvloei-area
verhouding is gevind om 99.9% beduidend te wees in die bepaling van die snelheidsprofiel se
grootte.
Twee modelle is ontwikkel om afsonderlik die relatiewe grootte en gelykvormigheid van die
kruisvloei snelheidsprofiel te voorspel. Die modelle is in ‘n metodologie vervat vir die ontwerp van
‘n lugligter opstelling met stelselhidrodinamika wat verbeterde lugskropaksie effektiwiteit sal skep.
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Cleaning of fouled membranes using enzymes from a sulphidogenic bioreactorMelamane, Xolisa January 2004 (has links)
Maintenance of membrane performance requires inevitable cleaning or defouling of fouled membranes. Membrane cleaning using enzymes such as proteases, lipases, α-glucosidases from a sulphidogenic bioreactor was investigated. At first, dilute and concentrated enzyme extract were prepared form the sulphidogenic pellet. Enzyme assays on 0.5 % azocaisen, 1 % triacetin and 1 mg/ml ρ-nitrophenyl-α-D-glucopyranoside were performed using the concentrated enzyme extract (0 – 200 mg/ml). For membrane fouling, an abattoir effluent was obtained from Ostritech Pty (Ltd), Grahamstown, South Africa. The effluent was characterised for presence of potential foulants such as lipids, proteins, amino acids and carbohydrates. Static fouling of polysulphone membranes (0.22 μm, 47 mm) was then performed using the abattoir effluent. Cleaning of the fouled membranes was also performed using at first the dilute and then the concentrated form (200 mg/ml) of enzyme extracts. Qualitative and quantitative biochemical analysis for proteins, lipids and carbohydrates was performed to ascertain the presence of foulants on polysulphone membranes and their removal by dilute or concentrated enzyme extracts. The ability of dilute enzyme extracts to remove proteins lipids, and carbohydrates fouling capillary UF membrane module; their ability to restore permeate fluxes and transmembrane pressure after cleaning/defouling was also investigated. Permeate volumes from this UF membrane module were analysed for protein, amino acids, lipids, and carbohydrates concentrations after fouling and defouling. Fouling was further characterized by standard blocking, cake filtration and pore blocking models using stirred UF cell and polyethersulphone membranes with MWCO of 30 000, 100 000 and 300 000. After characterization of fouling, polyethersulphone membranes with MWCO of 30 000 and 300 000 were defouled using the concentrated enzyme extract (100 mg ml). Enzyme activities at 200 mg/ml of enzyme concentration were 8.071 IU, 86.71 IU and 789.02 IU for proteases, lipases and α-glucosidases. The abattoir effluent contained 553 μg/ml of lipid, 301 μg/ml of protein, 141 μg/ml of total carbohydrate, and 0.63 μg/ml of total reducing sugars. Proteins, lipids and carbohydrates fouling polysulphone membranes after a day were removed by 23.4 %, when a dilute enzyme was used. A concentrated enzyme extract of 200 mg/ml was able to remove proteins, lipids and carbohydrates up to 5 days of fouling by 100 %, 82 %, 71 %, 68 % and 76 % respectively. Defouling of dynamically fouled capillary ultrafiltration membranes using sulphidogenic proteases was successful at pH 10, 37°C, within 1 hour. Sulphidogenic proteases activity was 2.1 U/ml and flux Recovery (FR %) was 64. Characterization of fouling revealed that proteins and lipids were major foulants while low concentration of carbohydrates fouled polyethersulphone membranes. Fouling followed standard blocking for 10 minutes in all the membranes; afterwards fouling adopted cake filtration model for membranes with 30 000 MWCO and pore blocking model for membranes with 300 000 MWCO. A concentration of 100 mg/ml of enzyme extract was able to remove fouling from membranes with MWCO of 30 000. Defouling membranes that followed pore blocking model i.e. 300 000 MWCO was not successful due to a mass transfer problem. From the results of defouling of 30 000 and 300 000 MWCO it was concluded that defouling of cake layer fouling (30 000 MWCO) was successful while defouling of pore blocking fouling was unsuccessful due to a mass transfer problem. The ratio of enzymes present in the enzyme extract when calculated based on enzymatic activity for proteases, lipases and α-glucosidases was 1.1 %, 11 % and 87.9 %. It was hypothesized that apart from proteases, lipases, α and β-glucosidases; phosphatases, sulphatases, amonipeptidases etc. from a sulphidogenic bioreactor clean or defoul cake layer fouling by organic foulants and pore blocking fouling provided the mass transfer problem is solved. However, concentration of enzymes from a sulphidogenic bioreactor has not been optimized yet. Other methods of concentrating the enzyme extract can be investigated for example use of organic solvents.
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