Tesi sul tema "Reverse osmosis process"

With the increase in population and the scarcity of fresh water in the Middle East desalination has taken an important role in the provision of water for everyday use and for industrial purposes. Reverse osmosis water treatment process is of particular interest as it is one of the key processes in a desalination plant. The modelling of this process and the prediction of permeate flow is useful in better understanding the process. In the present study, an artificial neural network based model was developed based on plant data for the prediction of permeate flow performance. Plant data was collected and a number of variables determined. Principal component analysis was then carried and factor loadings obtained to identify the main variables. Once the main input variables were obtained a statistical analysis of the data was done in order to remove outliers present in the data. This was done because the presence of outliers in data to be analysed using ANN models renders the models ineffective in prediction of an output. Once the removal of outliers was done, the data was then analysed using the developed model. 1081 sets of data were originally used with twelve input variables. After principal component analysis was done the input variables were reduced to five with one output variable. With the removal of outliers 981 sets of data were obtained and these were then used in the model. The model was able to predict the output accurately with r2 at 0.97. Key factors determined from the process were that to obtain an optimum network one has to consider the epoch size, the transfer function, the learning rate and finally the number of nodes in the hidden layers. The number of hidden layers also had an effect on the overall prediction of the data. It is also important when using ANN models to obtain the correct input variables and to remove any outliers that are present in the data in order to be able to predict the output. The use of plant data severely limited optimisation of the process due to it already being heavily optimised.

A survey performed over existing two pilot-scale and two full-scale RO desalination facilities to study the current status of boron rejection showed a highest rejection 85% leading to permeate boron concentration of 0.52 mg/L, and recent studies predicted a cost increase due to incorporation of boron reduction systems. Mathematical models were developed to study the process performance and related cost implications. The deterministic process model was verified with pilot-scale experiment performed using a single spiral wound module and was later modified to represent the full-scale design options available to meet the required water quality criteria. Then the selected full-scale design options were simulated to predict their performance in terms of recovery and boron rejection. For cost analysis, to account for uncertainty probability models were developed for stochastic inputs to the cost estimation model and were used with operating parameters from the full-scale simulations to determine the expected total cost of water produced. Later, a sensitivity analysis was performed to observe the effect of change in uncertainty of inputs. Further, the applications of the deterministic process model are suggested.

The rejections of selected N-nitrosamines by commonly used high-pressure nanofiltration (NF) and reverse osmosis (RO) membranes were quantitatively evaluated using a bench-scale cross-flow filtration apparatus. The selected nitrosamines included N-nitrosodimethylamine (NDMA), N-nitrosomethylethylamine (NMEA), N-nitrosopyrrolidine (NPYR), N-nitrosodiethylamine (NDEA), N-nitrosodi-n-propylamine (NDPA), N-nitrosodi-n-butylamine (NDBA) and N-nitrosodiphenylamine (NDPHA). Nitrosamine rejections were evaluated under steady state at elevated feed concentrations, since NDMA rejections were found to be consistent with feed concentrations over three orders of magnitude. The steady-state nitrosamine rejections by NF membranes varied significantly, from 9 to 75%, depending on nitrosamine compounds and tested membranes. For hydrophilic compounds, rejections increased with increasing molecular weight. The nitrosamine rejections by brackish RO membranes reached as high as 97% for higher molecular weight nitrosamines. However, for low molecular weight nitrosamines such as NDMA, rejections as low as 54% were observed. This low level of rejections was attributed to diffusive solute transport being more effective than convective transport. Physicochemical properties such as molecular weight and aqueous diffusivity showed reasonable correlations with nitrosamine permeability constants.

This thesis deals with water reclamation and water reuse in the South African water supply context. The overall objective of the study is to assess the potential role and feasibility of reverse osmosis as a water reclamation process. In order to achieve this objective a number of separate desk, laboratory and pilot plant studies were conducted. It was concluded from the first desk study that a significant potential role exists for reverse osmosis in the South African water economy, mainly for the treatment of industrial effluents and, in the longer term, for the reclamation of water from sewage effluents and for the treatment of effluents and recycled water in indirect water reuse situations. A cost analysis showed that reverse osmosis could become economically viable in some water reuse situations in the near future provided that a productive membrane life of about three years can be achieved and that membrane fluxes can be maintained at design rates. These findings indicated the need for a pilot plant study to determine the effects of pretreatment and membrane cleaning on flux levels and rejection. A 50 m³/d pilot plant was designed and operated for a period of about six months from which it was concluded that acceptable flux levels can be maintained in tubular reverse osmosis plants treating well-oxidized activated sludge effluent with and without extensive pretreatment, provided both chemical and physical cleaning methods are employed. The desk study on the rejection of contaminants by reverse osmosis membranes indicated the need for a simple model that can be used to predict the removal of organic compounds of interest in water reclamation applications. It was concluded from a fundamental laboratory study, which included the evaluation of existing membrane models against laboratory data, that the solvophobic theory can be adapted in a simplified form to predict the transport of dissolved organic compounds in relatively non-polar reverse osmosis membranes. Based on reverse osmosis, diffusion, sorption and desorption data a mechanism is, furthermore, proposed for the transport of phenol in different membranes.

Thesis (MEng) -- Stellenbosch University, 2014.<br>ENGLISH ABSTRACT: When desalinating brackish water by reverse osmosis (RO) or other techniques, high overall water recoveries are essential to minimize brine production and the associated disposal costs thereof. As the overall water recovery increases, concentrations of sparingly soluble salts (e.g. barium sulphate, calcium sulphate) reach levels above saturation, especially near the membrane surface, drastically increasing the scaling propensity. Antiscalants are typically dosed into the feed water to prevent such scaling during RO desalination. However, the carry-over of antiscalant into the concentrate stream can complicate subsequent salt precipitation processes that may be used to increase overall water recovery. These precipitation techniques are sometimes used to reduce the levels of super-saturation in the RO concentrate prior to a subsequent RO desalination step. The purpose of this study was to assess the feasibility of reducing calcium sulphate scaling on RO membranes, by using periodic permeate flushing when feeding a lab-scale RO unit with a supersaturated calcium sulphate solution in the absence of anti-scalant. The overall water recovery was increased by recycling the concentrate, after an intermediate de-supersaturation step. This simulated a multiple-stage RO system, typical of processes used in high-recovery acid mine drainage (AMD) treatment plants. De-supersaturation of the concentrate intermediate was achieved with direct seeded gypsum precipitation, in the absence of any antiscalant. On the membrane surface inside the membrane unit, calcium sulphate concentrations greatly exceeded saturation levels – a combined consequence of the normal concentration process and the well-known surface-based concentration polarisation phenomenon. Therefore, periodic forward-flushing of the supersaturated solution from the membrane unit was performed with permeate. In theory, the periodic flushing removes the highly concentrated layer at the membrane surface during every flush, before scaling can occur. Various flushing regimes were evaluated to assess the effectiveness of the process. A lab-scale desalination unit with a 0.106 m2 flat sheet polyamide RO membrane was designed and constructed. The unit could operate at a feed rate of 12-14 L/h and at permeate fluxes of 12-24 LMH. Super-saturated feed solutions were prepared by mixing sodium sulphate and calcium chloride dihydrate salts with demineralised water, with an initial salinity of ± 5300 mg/L TDS, corresponding to a gypsum saturation index (SIg) of 1.2 for most experiments. The total production time, net permeate production and flux decline were used to compare the flushing efficiency in different experimental runs. Initial tests showed that scaling could be prevented (when operating the unit in full recycle mode, i.e. where both concentrate and permeate were recycled to feed), at flushing frequencies between 12 and 2.4 h-1, when the membrane feed and concentrate were slightly under-saturated (SIg = 0.9) and slightly super-saturated (SIg = 1.1) respectively. However, when switching the same system to non-flushing mode after 24 hours of operation, membrane scaling occurred within 2-3 hours, as indicated by a strong decline in flux. However, when operating the system in concentrate recycle mode (i.e. permeate is withdrawn) with super-saturated feed solutions (e.g. SIg = 1.2), and thus a notably more super-saturated solution in the membrane concentrate, scaling could not be prevented (albeit delayed for some time) with intermittent permeate flushing. A fractional 25-1 factorial design was used to determine which factors had the most significant effect on total production time and permeate production rate, testing five factors: 1) flushing frequency, 2) flushing volume, 3) permeate soak time, 4) permeate flux and 5) instantaneous recovery. The ANOVA analysis showed that total production times were, not surprisingly, primarily affected by the permeate flux, where operation at 24 LMH resulted in a lower net permeate production between 3.0 - 4.2 L, compared to 7.6 - 9.7 L at 12 LMH. Higher permeate fluxes clearly resulted in higher levels of concentration polarisation at the membrane surface, thus increasing the propensity for membrane scaling. Flushing frequency and instantaneous recovery also affected the net permeate production, where 6 h-1 and 10 % were the optimal values respectively within the range of test conditions. The lowest permeate production rate resulted in the highest net permeate volume production (i.e. also longest total production time), confirmed by a least squares regression. In summary: This study showed that periodic permeate flushing could delay the membrane scaling process. However, it failed to prevent membrane scaling completely when operating the system with supersaturated calcium sulphate solutions in the absence of antiscalants. The flushing technique effectively delayed the onset of precipitation, but scaling eventually occurred if the lab-scale RO system was operated in concentrate recycle mode with oversaturated feed solutions (SIg = 1.2). Additional experiments at different cross-flow velocities during permeate flushing, while using an optimised RO test cell flow channel design, are recommended for future studies.<br>AFRIKAANSE OPSOMMING: Gedurende die ontsouting van brakwater deur tegnieke soos tru-osmose (TO), is ʼn maksimum herwinning van water noodsaaklik om die produksie, en die gepaardgaande kostes van verwydering, van die sout/brak neweproduk te minimeer. Soos die herwinning van water verhoog, so ook verhoog die konsentrasie van moeilik-oplosbare soute (soos bariumsulfaat, kalsiumsulfaat) in die sout konsentraat stroom, totdat die soute uiteindelik superversadiging bereik. Hierdie superversadiging gebeur veral naby die membraanoppervlak, waar dit lei tot ʼn verhoogde kans van presipitasie en skaalvorming. Om dit te voorkom word die voerwater na ʼn TO stelsel tipies gedoseer met antiskaalmiddels. Hierdie antiskaalmiddels verlaat die stelsel saam met die konsentraat, waar hulle gevolglike die presipitasie van soute bemoeilik. Presipitasie van soute uit die konsentraat kan tipies gebruik word om die vlak van superversadiging in die konsentraat te verlaag, waarna verdere TO behandeling gebruik word om selfs ʼn hoër algehele waterherwinning te bewerkstellig. Die doel van hierdie studie was om die vatbaarheid van die vermindering van kalsiumsulfaat (gips) skaalvorming in die afwesigheid van antiskaalmiddels op TO membrane te toets. Dit is bewerkstellig deur ʼn laboratoriumskaal TO eenheid te voer met ʼn superversadigde kalsiumsulfaat oplossing en die membraan periodies met skoon produkwater (permeaat) te was. Die algehele waterherwinning is verhoog deur met ʼn tussenstap die versadigingsvlak van gips in die konsentraat te verlaag, waarna dit hersirkuleer is na die voertenk. Sodoende is ʼn multi-stadium TO stelsel nageboots, soos dit tipies in hoë herwinningsaanlegte, soos met die herwinning van suur mynwater (E: acid mine drainage, AMD), gebruik word. ʼn Verlaging in superversadiging van die konsentraat in die tussenstap is behaal deur die konsentraat direk aan gipskristalle bloot te stel om presipitasie te bewerkstellig in die afwesigheid van enige antiskaalmiddels. Gedurende eksperimente het die soutkonsentrasie op die membraanoppervlak in die TO eenheid superversadigingsvlakke vêr oorskry, as gevolg van die natuurlike konsentrasie proses en die bekende konsentrasie polarisasie oppervlaksverskynsel. Om hierdie superversadiging teen te werk is periodiese saamstroom spoeling van die membraan met skoon produkwater uitgevoer. In teorie het die periodiese spoeling die hoogs gekonsentreerde oplossing van die membraan oppervlak verwyder voor skaalvorming kan plaasvind. Verskillende spoelpatrone is ondersoek om die doeltreffendheid van die spoeling te bepaal. Om die eksperimente uit te voer is ʼn laboratoriumskaal ontsoutingsaanleg met ʼn maklik verwyderbare 0.106 m2 plat-vel poli-amied TO membraan ontwerp en gebou. Die aanleg kan vloeistof voertempo’s tussen 12-24 L/h hanteer en skoon produkwater teen 12-24 LHM lewer. Die superversadigde voer oplossings, soos gebruik in die meerderheid van die eksperimentes is voorberei deur natriumsulfaat en kalsiumchloried-dihidraat soute te meng in gedemineraliseerde water, tot ʼn soutgehalte van ± 5300 mg/L TDS bereik is. Hierdie soutgehalte stem ooreen met ʼn gips versadigingsindeks (E: gypsum saturation index, SIg) van 1.2. Die skoon produkwater totale produksietyd en netto produksie, asook die membraan vloed afname, is gebruik as veranderlikes om die spoel doeltreffendheid tussen eksperimentele lopies te vergelyk. Aanvanklike toetse het getoon dat skalering voorkom is by effens onderversadigde (SIg = 0.9) en effens superversadigde (SIg = 1.1) voer oplossings met die onderskeie spoel frekwensies van 12 en 2.4 h-1, (terwyl die aanleg in algehele hersirkulasie bedryf is, m.a.w. wanneer beide die konsentraat en produkwater gedurig na die voertenk hersirkuleer word). ʼn Effens-superversadigde eksperiment is ook sonder spoeling uitgevoer vir 24 uur. In hierdie geval het skaalvorming binne twee tot drie uur gebeur, soos bevestig deur ʼn skerp afname in die membraan vloed. Skaalvorming kon nie verhoed word terwyl die aanleg bedryf word met superversadigde (SIg = 1.2) voeroplossings en slegs konsentraat hersirkulasie nie (m.a.w. skoon produkwater word opgevang), alhoewel skaalvorming vertraag kon word. Hierdie operasie het tot beduidend meer gekonsentreerde oplossings in die membraan gelei. Om te bepaal watter faktore die grootste invloed op totale produksietyd en netto produksie van skoon produkwater het, is ʼn fraksionele faktoriaalontwerp van 25-1 uitgelê wat vyf faktore toets, naamlik: 1) spoel frekwensie, 2) spoel volume, 3) skoon produkwater weektyd, 4) membraanvloed en 5) oombliklike herwinning. ʼn AVOVA analise het getoon dat totale produksietyd hoofsaaklik deur membraanvloed beïnvloed is, soos verwag kan word. Dit word gestaaf deurdat die aanleg, bedryf teen 24 LMH, slegs 3 - 4.2 L netto produkwater gelewer het, teenoor 7.6 - 9.7 L by 12 LMH. Hoër membraan vloedtempo’s het tot hoër vlakke van konsentrasie polarisasie op die membraanoppervlak gelei, wat ʼn groter neiging tot skaalvorming tot gevolg gehad het. Spoelfrekwensie en oombliklike herwinning het ʼn invloed op die netto produksie van skoon produkwater gehad, met 6 h-1 en 10 % as die onderskeie optimale waardes. ʼn Kleinstekwadraat regressie het aangedui dat die laagste produksietempo van skoon produkwater die hoogste netto produksie van skoon produkwater gelewer het, (asook die langste produksietyd). In opsomming: Hierdie studie het getoon dat gereelde spoeling met skoon produkwater die membraan skaalproses kan vertraag. Gedurende bedryf met superversadigde kalsiumsulfaat oplossings sonder enige antiskaalmiddels is daar gevind dat skaalvorming nie geheel en al vermy kon word nie. Die spoeltegniek, soos gebruik in hierdie studie, het die aanvang van skaalvorming in die laboratorium skaal TO eenheid vertraag, maar bedryf met konsentraat hersirkulasie en superversadigde oplossings (SIg = 1.2) het steeds skaal gevorm. Bykomende eksperimente teen verskeie kruisvloei snelhede gedurende die spoel stap word aanbeveel vir toekomstige studies.

The integration of advanced technologies into existing water treatment facilities (WTFs) can improve and enhance water quality; however, these same modifications or improvements may adversely affect finished water provided to the consumer by public water systems (PWSs) that embrace these advanced technologies. Process modification or improvements may unintentionally impact compliance with the provisions of the United States Environmental Protection Agency's (USEPA's) Safe Drinking Water Act (SDWA). This is especially true with respect to corrosion control, since minor changes in water quality can affect metal release. Changes in metal release can have a direct impact on a water purveyor's compliance with the SDWA's Lead and Copper Rule (LCR). In 2010, the Town of Jupiter (Town) decommissioned its ageing lime softening (LS) plant and integrated a nanofiltration (NF) plant into their WTF. The removal of the LS process subsequently decreased the pH in the existing reverse osmosis (RO) clearwell, leaving only RO permeate and anion exchange (AX) effluent to blend. The Town believed that the RO-AX blend was corrosive in nature and that blending with NF permeate would alleviate their concern. Consequently, a portion of the NF permeate stream was to be split between the existing RO-AX clearwell and a newly constructed NF primary clearwell. The Town requested that the University of Central Florida (UCF) conduct research evaluating how to mitigate negative impacts that may result from changing water quality, should the Town place its AX into ready-reserve. The research presented in this document was focused on the evaluation of corrosion control alternatives for the Town, and was segmented into two major components: 1. The first component of the research studied internal corrosion within the existing RO clearwell and appurtenances of the Town's WTF, should the Town place the AX process on standby. Research related to WTF in-plant corrosion control focused on blending NF and RO permeate, forming a new intermediate blend, and pH-adjusting the resulting mixture to reduce corrosion in the RO clearwell. 2. The second component was implemented with respect to the Town's potable water distribution system. The distribution system corrosion control research evaluated various phosphate-based corrosion inhibitors to determine their effectiveness in reducing mild steel, lead and copper release in order to maintain the Town's continual compliance with the LCR. The primary objective of the in-plant corrosion control research was to determine the appropriate ratio of RO to NF permeate and the pH necessary to reduce corrosion in the RO clearwell. In this research, the Langelier saturation index (LSI) was the corrosion index used to evaluate the stability of RO:NF blends. Results indicated that a pH-adjusted blend consisting of 70% RO and 30% NF permeate at 8.8-8.9 pH units would produce an LSI of +0.1, theoretically protecting the RO clearwell from corrosion. The primary objective of the distribution system corrosion control component of the research was to identify a corrosion control inhibitor that would further reduce lead and copper metal release observed in the Town's distribution system to below their respective action limits (ALs) as defined in the LCR. Six alternative inhibitors composed of various orthophosphate and polyphosphate (ortho:poly) ratios were evaluated sequentially using a corrosion control test apparatus. The apparatus was designed to house mild steel, lead and copper coupons used for weight loss analysis, as well as mild steel, lead solder and copper electrodes used for linear polarization analysis. One side of the apparatus, referred to as the “control condition,” was fed potable water that did not contain the corrosion inhibitor, while the other side of the corrosion apparatus, termed the “test condition,” was fed potable water that had been dosed with a corrosion inhibitor. Corrosion rate measurements were taken twice per weekday, and water quality was measured twice per week. Inhibitor evaluations were conducted over a span of 55 to 56 days, varying with each inhibitor. Coupons and electrodes were pre-corroded to simulate existing distribution system conditions. Water flow to the apparatus was controlled with an on/off timer to represent variations in the system and homes. Inhibitor comparisons were made based on their effectiveness at reducing lead and copper release after chemical addition. Based on the results obtained from the assessment of corrosion inhibitors for distribution system corrosion control, it appears that Inhibitors 1 and 3 were more successful in reducing lead corrosion rates, and each of these inhibitors reduced copper corrosion rates. Also, it is recommended that consideration be given to use of a redundant single-loop duplicate test apparatus in lieu of a double rack corrosion control test apparatus in experiments where pre-corrosion phases are implemented. This recommendation is offered because statistically, the control versus test double loop may not provide relevance in data analysis. The use of the Wilcoxon signed ranks test comparing the initial pre-corroding phase to the inhibitor effectiveness phase has proven to be a more useful analytical method for corrosion studies.<br>M.S.Env.E.<br>Masters<br>Civil, Environmental, and Construction Engineering<br>Engineering and Computer Science<br>Environmental Engineering

Reverse Osmosis (RO) is a membrane-based separation process applied in several industrial and food processing applications. In this research, performance of RO process is investigated in respect of two applications (a) wastewater treatment (b) concentration fruit juices using model-based techniques. For this purpose, a number of models (both 1 and 2-dimensional steady state and dynamic) for spiral wound RO process are developed based on Solution-Diffusion model and Irreversible Thermodynamic model. The models are validated against actual experimental data reported in the literature before being used in further simulation and optimisation studies for both wastewater treatment and fruit juice concentration. Wastewater effluents of many industrial applications contain a variety of micro-pollutants and highly-toxic compounds, which are released into a variety of water resources. Such pollutants not only disrupt the biological ecosystem, but they also pose a real threat to the water supply for human consumption and to the aquatic ecosystems. The earlier chapters of the thesis evaluate the performance of RO process in terms of removal efficiency of toxic compounds such as chlorophenol, N-nitrosamine, etc. from wastewater. The effect of several operating parameters such as feed pressure, concentration, flow rate and temperature, on the performance of RO process are evaluated. Also, suitability of a number of different RO configurations for efficient removal of toxic compounds are evaluated. For example, (a) two-stage/two-pass RO design synthesis of RO network for the removal of chlorophenol (b) multistage multi-pass RO process with and without energy recovery option for the removal of N-nitrosamine are investigated. The dynamic response of the RO process for step changes in the operating parameters is investigated for the removal of phenolic compounds. Finally, in the context of wastewater treatment, a case study with multi compounds contaminants is suggested where a multi-objective optimisation problem has achieved the optimum rejection of all the compounds and recovery rate. In respect of food processing, RO has been considered as a prominent process in fruit juice concentration due to its ability to effectively retain the flavour, sensory, aroma and nutritional characteristics and concentrate the juice. This research elucidates one example of apple juice concentration process and focuses on highlighting successful modelling and optimisation methodology. This in turn provides an efficient method of RO process for concentrating apple juice by improving the reliability and efficiency of the underlying separation and concentration process.<br>Ministry of High Education and Scientific Research of Iraq

M. Tech. (Biotechnology, Department of Biosciences, Faculty of Applied and Computer Sciences), Vaal University of Technology.<br>Reverse osmosis (RO) membranes are widely used in water purification. The presence of biofilms in water and industrial water purification systems is prevalent. As a result, biofouling which is a biofilm problem causes adverse effects on reverse osmosis process, which include flux decline, shorter membrane lifetime and an increase in energy consumption The effect of biofouling on RO membranes was investigated at a water treatment facility at Sasol, Sasolburg by investigating the quality of water purified by the RO system and the extent of fouling that is attributed to biofouling. Chemical and microbiological data was averaged based on the results obtained from water analysis and samples from a fouled membrane. Bacteriological plate counts ranged between log 1.5 to 4 cfu/ml in water samples and log 3.9 to 4.5 cfu/cm2 on biofilm from the membrane surface. Water analysis indicated a high conductivity of 121 µS/cm in the feed and 81 ppm of the TDS, whereas in the permeate conductivity was found to be around 6 µS/cm and 3.8 ppm of the TDS. This indicated that components present in the feed were retained by the membrane. This was supported by membrane autopsy which showed that the bacteria and elements found in the feedwater were also present on the membrane surface, hence contributing to fouling. An average of 33% of cellular ATP was measured on the biofilm from membrane sample, showing that the fouling bacteria are metabolically active in situ. The results clearly indicated that an important biological activity occurred at the membrane surface.

A modified two-element membrane pressure vessel assembly has been used to monitor process operational changes in a full-scale reverse osmosis (RO) water treatment plant (WTP). This study evaluated the effectiveness of the assembly as an on-line monitoring device intended to detect scale formation conditions when connected to an operating RO process train. This study was implemented to support the requirements of a larger University of Central Florida (UCF) research project ongoing at the city of Sarasota's Public Works and Utilities (City) water treatment facilities located in Sarasota, Florida. During the time-frame of this study, the City was in the process of eliminating their sulfuric acid feed from the pretreatment system of their existing 4.5 million gallon per day (MGD) RO membrane process. The City was motivated to eliminate its dependence on sulfuric acid to reduce operating costs as well as reduce operation health and safety risks associated with the use of the acid as a pretreatment chemical. Because the City was concerned with secondary process impacts associated with acid elimination, additional measures were desired in order to protect the full-scale process. This thesis reports on the design, fabrication and installation of a third-stage two membrane element pressure vessel “canary” sentinel monitoring device (Canary), its effectiveness as an on-line scaling monitor during full-scale acid elimination, and presents the results of the study. The Canary sentinel device was controlled using the normalized specific flux of the two membrane elements fed by a portion of the second stage concentrate of one of the City's full-scale RO process skids. Although the Canary demonstrated the ability to detect changes in an RO process operation, scaling did not occur under the conditions evaluated in this study. An autopsy of one of the Canary elements revealed that no scaling had occurred during the acid elimination process. Therefore, the Canary was found to be useful in its function as a sentinel, even though no scaling was detected by the device after acid elimination at the City's full-scale plant had been accomplished.<br>ID: 031001503; System requirements: World Wide Web browser and PDF reader.; Mode of access: World Wide Web.; Adviser: Steven J. Duranceau.; Title from PDF title page (viewed July 26, 2013).; Thesis (M.S.Env.E.)--University of Central Florida, 2012.; Includes bibliographical references (p. 70-73).<br>M.S.Env.E.<br>Masters<br>Civil, Environmental, and Construction Engineering<br>Engineering and Computer Science<br>Environmental Engineering

Una de las aplicaciones más importante de los procesos de filtración por membrana es en el área de tratamiento de agua por ultrafiltración, nanofiltración u ósmosis inversa. Entre los problemas más serios encontrados en estos procesos destaca la aparición de los fenómenos de ensuciamiento y envejecimiento de las membranas que limitan la eficacia de la operación tanto en la separación de los solutos, como en el flujo de permeado, afectando también el ciclo de vida de las membranas.<br/>Para reducir el coste de la producción y mejorar la robustez y eficacia de estos procesos es imprescindible disponer de modelos capaces de representar y predecir la eficiencia y el comportamiento de las membranas durante la operación. Una alternativa viable a los modelos teóricos, que presentan varias particularidades que dificultan su postulado, la constituyen los modelos basados en el análisis de los datos experimentales, entre cuales destaca el uso de las redes neuronales. Dos metodologías han sido evaluadas e investigadas, una constando en la caracterización de las interacciones entre las membranas y los compuestos orgánicos presentes en el agua de alimentación, y la segunda basada en el modelado de la dinámica de operación de las plantas de desalinización por ósmosis inversa.<br/>Relaciones cuantitativas estructura&#8208;propiedad se han derivado usando redes neuronales de tipo back&#8208;propagation, para establecer correlaciones entre los descriptores moleculares de 50 compuestos orgánicos de preocupación para la salud pública y su comportamiento frente a 5 membranas comerciales de ósmosis inversa, en términos de permeación, absorción y rechazo. Para reducir la dimensión del espacio de entrada, y para evitar el uso de la información redundante en el entrenamiento de los modelos, se han usado tres métodos para seleccionar el menor número de los descriptores moleculares relevantes entre un total de 45 que caracterizan cada molécula. Los modelos obtenidos se han validado utilizando un método basado en el balance de materia, aplicado no solo a los 50 compuestos utilizados para el desarrollo de los modelos, sino que también a un conjunto de 143 compuestos orgánicos nuevos. La calidad de los modelos obtenidos es prometedora para la extensión de la presente metodología para disponer de una herramienta comprensiva para entender, determinar y evaluar el comportamiento de los solutos orgánicos en el proceso de ósmosis inversa. Esto serviría también para el diseño de nuevas y más eficaces membranas que se usan en este tipo de procesos.<br/>En la segunda parte, se ha desarrollado una metodología para modelar la dinámica de los procesos de ósmosis inversa, usando redes neuronales de tipo backpropagation y Fuzzy ARTMAP y datos experimentales que proceden de una planta de desalinización de agua salobre Los modelos desarrollados son capaces de evaluar los efectos de los parámetros de proceso, la calidad del agua de alimentación y la aparición de los fenómenos de ensuciamiento sobre la dinámica de operación de las plantas de desalinización por osmosis inversa. Se ha demostrado que estos modelos se pueden usar para predecir el funcionamiento del proceso a corto tiempo, permitiendo de esta manera la identificación de posibles problemas de operación debidas a los fenómenos de ensuciamiento y envejecimiento de las membranas. Los resultados obtenidos son prometedores para el desarrollo de estrategias de optimización, monitorización y control de plantas de desalinización de agua salobre. Asimismo, pueden constituir la base del diseño de sistemas de supervisón capaces de predecir y advertir etapas de operación incorrecta del proceso por fallos en el mismo, y actuar en consecuencia para evitar estos inconvenientes.<br>One of the more serious problems encountered in reverse osmosis (RO) water treatment processes is the occurrence of membrane fouling, which limits both operation efficiency (separation performances, water permeate flux, salt rejection) and membrane life&#8208;time. The development of general deterministic models for studying and predicting the development of fouling in full&#8208;scale reverse osmosis plants is burden due to the complexity and temporal variability of feed composition, diurnal variations, inability to realistically quantify the real&#8208;time variability of feed fouling propensity, lack of understanding of both membrane&#8208;foulants interactions and of the interplay of various fouling mechanisms. A viable alternative to the theoretical approaches is constituted by models developed based on direct analysis of experimental data for predicting process operation performance. In this regard, the use of artificial neural networks (ANN) seems to be a reliable option. Two approaches were considered; one based on characterizing the organic compounds passage through RO membranes, and a second one based on modeling the dynamics of permeate flow and separation performances for a full&#8208;scale RO desalination plant.<br/>Organic solute sorption, permeation and rejection by RO membranes from aqueous solutions were studied via artificial neural network based quantitative structure&#8208;property relationships (QSPR) for a set of 50 organic compounds for polyamide and cellulose acetate membranes. The separation performance for the organic molecules was modeled based on available experimental data achieved by radioactivity measurements to determine the solute quantity in feed, permeate and sorbed by the membrane. Solute rejection was determined from a mass balance on the permeated solution volume. ANN based QSPR models were developed for the measured organic sorbed (M) and permeated (P) fractions with the most appropriate set of molecular descriptors and membrane properties selected using three different feature selection methods. Principal component analysis and self&#8208;organizing maps pre&#8208;screening of all 50 organic compounds defined by 45 considered chemical descriptors were used to identify the models applicability domain and chemical similarities between the organic molecules. The ANN&#8208;based QSPRs were validated by means of a mass balance test applied not only to the 50 organic compounds used to develop the models, but also to a set of 143 new compounds. The quality of the QSPR/NN models developed suggests that there is merit in extending the present compound database and extending the present approach to develop a comprehensive tool for assessing organic solute behavior in RO water treatment processes. This would allow also the design and manufacture of new and more performing membranes used in such processes.<br/>The dynamics of permeate flow rate and salt passage for a RO brackish water desalination pilot plant were captured by ANN based models. The effects of operating parameters, feed water quality and fouling occurrence over the time evolution of the process performance were successfully modeled by a back&#8208;propagation neural network. In an alternative approach, the prediction of process performance parameters based on previous values was achieved using a Fuzzy ARTMAP analysis. The neural network models built are able to capture changes in RO process performance and can successfully be used for interpolation, as well as for extrapolation prediction, fact that can allow reasonable short time forecasting of the process time evolution. It was shown that using real&#8208;time measurements for various process and feed water quality variables, it is possible to build neural network models that allow better understanding of the onset of fouling. This is very encouraging for further development of optimization and control strategies. The present methodology can be the basis of development of soft sensors able to anticipate process upsets.

Thesis (MTech (Chemical Engineering))--Cape Peninsula University of Technology, 2012.<br>Recently much research and development has been done into the creation of desalination systems in South Africa, with particular emphasis on the commercialisation of desalination plants that serve local communities. This has been successful - there are currently plants running at Bitlerfontien, Bushmans River Mouth and Robben Island - although membrane fouling and scaling remains a problem associated with membrane desalination, as it does worldwide The aim of this study was to Investigate the performance of different type of antiscalants on artificially scaled membranes which we prepared inside the lab as well as on scaled membranes which were used in pilot plant. We used two type of anti-sealants in our research: Vitec 3000 and Zinc ions. The effects of these anti-sealants on the membrane were determind and the RO performances of the treated and untreated membrane compared. A suitable autopsy procedure was established and was then used to autopsy the XLE 4040 membranes. The autopsied membranes were characterized by scanning electron microscopy (SEM) and optical microscopy (OM). The SEM and OM results clearly showed that scaling had taken place: deposits were observed for both the shell and core samples, which were not present in the images of the untreated membrane, especially when looking at high SEM images magnification. Results also showed that the anti-sealants reduced the fouling and scaling on the membrane surface. As a result, the membrane rejection improved. Rejection and flux results indicated that commercial anti-sealant was more effective in preventing scaling than the Zinc ions. For Vitec anti-sealant case, the flux was in steady state at 36.8 Imh (5% less) after 5 hours compared to around 35 Imh (8% less) for zinc ions case. In addition; SEM images showed that less deposited particles are formed when the membrane was treated with commercial anti-sealant.

Thesis (MScEng)--Stellenbosch University, 2011.<br>ENGLISH ABSTRACT: Desalination, by means of reverse osmosis (RO), in combination with other processes, can produce potable water at high recoveries. Antiscalants are generally used to reduce scaling on equipment surfaces and to improve water recovery during RO by slowing down the precipitation kinetics of sparingly soluble salts in the RO feed, thereby allowing concentration levels in the RO brine at several times the solubility limit of these salts. In addition, a fraction of the concentrate may be recycled back to the feed of the RO-membrane to improve the overall recovery, but only after the super saturated salts in the concentrate have been precipitated. The inhibitory character of the antiscalants (which are rejected into the concentrate stream) complicates the removal of salt from the concentrate and therefore prohibits such recycling. The focus of this study is aimed at properly understanding some of the parameters that influence the functionality or effectiveness of antiscalants used in high sulphate waters, with the purpose to override the effect of the antiscalant in the concentrate stream and force precipitation of the super saturated salts in solution. A batch crystallization technique, which considers the precipitation of calcium sulphate dehydrate (gypsum) from a solution of changing super saturation, was used to perform precipitation tests 1) on synthetically prepared solutions, super saturated with gypsum and 2) industrial concentrate, rich in sulphate (produced by concentrating acid mine drainage (AMD) by means of a lab scale RO unit). During batch crystallization, the precipitation process was observed by means of monitoring the depletion of calcium, using a calcium selective electrode (ISE). Deductions concerning the kinetics of precipitation were made from observing two kinetic variables (response variables) e.g. the induction time and the growth rate (tC80 – inferential variable). Two antiscalants have been evaluated in this study: a phosphonate based antiscalant (HYDREX) and a polyacrylate antiscalant (BULAB), at concentrations of 4 mg/l and 12 mg/l. The objective was to chemically and physically manipulate the antiscalant effectiveness, override its effect and force precipitation of gypsum by means of changing parameters in the system, such as the temperature (15°C- 25°C), pH (4-10), ferric chloride concentration (2-10 mg/l) or seeding the solution with gypsum seed at a concentration of 0-2000 mg/l. In addition, lime and a combination of gypsum and lime were also used for seeding at concentrations of 2000 mg/l. The induction time, prior to precipitation, was found to be most strongly affected by the change in seed concentration and pH at a given antiscalant concentration. Seed at a concentration of 2000 mg/l was sufficient in most cases to immediately override the effect of HYDREX and BULAB (at 4-12 mg/l) and produce ~ 0 minutes induction time. A pH of 10 increased the adsorption capacity of HYDREX and BULAB, leading to longer induction times (exceeding 24 hours in some cases). At a pH of 4 the adsorption capacity was very low for both HYDREX and BULAB (lower) leading to shorter induction times (zero to 100 minutes). It was especially in the ‘no-seed’ cases that the effect of pH on the induction time was prominent. The rate of precipitation (crystal growth rate) was increased at a temperature of 25°C, compared to 15°C (the rate increased two fold for an increase in 10°C). The addition of lime-seed, instead of gypsum, (at 2000 mg/l) produced growth rates, two times higher compared to when gypsum was used at the same conditions. In Addition, seeding with lime produced induction times (150 minutes for HYDREX and 50 minutes for BULAB) prior to precipitation, compared to zero induction time when gypsum was used at the same conditions. It was proven that an induction time could be eliminated by adding a combination of gypsum and lime both at a concentration of 2000 mg/l. with the added benefit of the higher growth rate. An increase in the calcium concentration increased the crystal growth rate in the presence of HYDREX. The presence of a high pH, however caused the effect of calcium on the growth (in the presence of BULAB) to be overshadowed. At a higher pH the growth rate of gypsum slowed down as a result of the increase in adsorption capacity of the polymer onto the crystal surface. The interaction of the antiscalant with FeCl3 seemed to be important with regard to crystal growth. Higher ferric concentrations (10 mg/l) were sufficient to limit the inhibitory effect of 12 mg/l antiscalant (HYDREX and BULAB) on the crystal growth rate. Conversely, low ferric concentration resulted in slower growth rates in the presence of an antiscalant. The best conditions (within the scope of the current study), sufficient 1) to override the inhibitory effect of antiscalants (HYDREX and BULAB) and 2) to produce rapid precipitation of gypsum, lie in the use of seeding with gypsum and lime (2000 mg/l), adding ferric chloride (10 mg/l), lowering the pH to 4 or lower (which can only be obtained when lime is not added) and setting the solution temperature to a moderate value of 25°C or higher. These ‘best’ conditions were subsequently applied to a concentrate, produced from concentrating AMD in a RO unit, and proved to be even more successful in overriding the effect of HYDREX and BULAB than in synthetic aqueous solutions. The induction times of precipitation of AMD in all cases were ~ 0 minutes, whereas the growth rate increased threefold compared to the synthetic tests. The presence of additional foreign precipitates of aluminum, calcium and magnesium as well as an increased [SO4ª-] x [Caª+] product of 3.73 (AMD concentrate) vs. 3.46 (synthetic solutions) is thought to be responsible for the increase in precipitation kinetics when only gypsum seed was used. The addition of lime caused an increase in the precipitation potential of the brine by increasing the calcium concentration. Although the addition of lime caused an increase in the pH to 12.3 (at which point the antiscalant was most effective), the increase in pH is likely to cause an increase in the natural carbonate in the water, which would stimulate CaCO3 precipitation. The CaCO3 precipitate would be responsible for the adsorption of antiscalants, reducing their efficiency.<br>AFRIKAANSE OPSOMMING: Ontsouting by wyse van tru-osmose (TO), in samewerking met ander prosesse, kan help om drinkwater te lewer teen verhoogte herwinning. Tipies word antiskaalmiddels gebruik om bevuiling op die oppervlak van toerusting te verminder en terselfdetyd herwinning te verhoog deurdat dit die presipitasiekinetika van superversadigde soute in die TO voerwater vertraag. Dit lei daartoe dat water (superversadig met soute) deur die membraansisteem kan beweeg, sonder om bevuiling te veroorsaak. ‘n Breukdeel van die konsentraat kan herwin word na die TO voer om sodoende die algehele waterherwinning te verhoog. Dit kan egter eers gebeur nadat die soute in die konsentraat neergeslaan en verwyder is. Die inhirente ‘vertragingskarakter’ van antiskaalmiddels (wat ook in die konsentraat stroom beland) kompliseer die verwydering van sout vanuit die konsentraat en verhoed so herwinning. Die fokus van hierdie studie is daarop gemik om die parameters wat die funksionaliteit of effektiwiteit van antiskaalmiddels (wat in sulfaatryke waters gebruik word), beter te verstaan. Die doel is daarop gemik om die betrokke antiskaalmiddel se effek te kanselleer asook presipitasie van die superversadigde soute in oplossing aan te help. ‘n Lot (‘batch’) kristallisasietegniek wat die presipitasie van kalsiumsulfaatdehidraat (gips) beskou vanuit ‘n oplossing waar die konsentrasie verander soos presipitasie plaasvind, is gebruik om presipitasietoetse uit te voer 1) op oplossings wat sinteties versadig is met gips en 2) op sulfaatryke AMD (gekonsentreer met behulp van ‘n laboratoriumskaal TO eenheid). Die presipitasie proses is in elke geval waargeneem, deur die vermindering van die kalsium konsentrasie in die oplossing dop te hou, met die gebruik van ‘n kalsiumselektiewe elektrode. Afleidings rakende die kinetika van presipitasie is gemaak deur twee responsveranderlikes dop te hou: die induksietyd en die kristal groeitempo (tC80). Twee antiskaalmiddels by ‘n konsentrasies van 4 dpm (deetjies per miljoen) en 12 dpm is evalueer: ‘n fosfonaat (HYDREX) and poliakrilaat (BULAB). Die doel was om die antiskaalmiddel se werking chemies en fisies te manipuleer, hul werking teen te werk en presipitasie van gips te forseer. Die manipulasie het geskied deur die volgende parameters te verander: temperatuur (15°C-25°C), pH (4-10), FeCl3 (2-10 mg/l) of saad byvoeging (gips: 2000 mg/l). Kalsiumhidroksied (gebuste kalk) en ‘n kombinasie van gips en gebluste kalk is ook gebruik by konsentrasies van 2000 mg/l. Die induksietyd (by ‘n spesifieke antiskaalmiddel konsentrasie) is die sterkste beïnvloed deur ‘n verandering in saad konsentrasie en pH verandering. In die meeste gevalle was ‘n saad konsentrasie van 2000 mg/l voldoende om die induksie effek van beide HYDREX en BULAB te vernietig en nulminute induksietyd is verkry. ‘n pH van 10 het gelei tot die verhoging van die adsorpsiekapasiteit van HYDREX en BULAB wat gelei het tot langer induksietye (in sommige gevalle het dit 24 uur oorskry). By ‘n pH van 4 was die adsorpsie kapasiteit van beide antiskaalmiddels baie laag (laer vir BULAB) en induksie-tye is beperk tot 100 minute. Dit is veral wanneer geen saad toegevoeg is nie wat die effek van pH prominent was. Die tempo van presipitasie was verhoog by ‘n temperatuur van 25°C (2 keer hoër as by 15°C). Die byvoeging van gebluste kalk teen 2000 mg/l het ‘n kristal groeitempo, 2 keer hoër as in die teenwoordigheid van gips gelewer. Gebluste kalk saad byvoeging het egter gelei tot ‘n indukisetyd (150 minute vir HYDREX en 50 minute vir BULAB). Hierdie probleem is oorkom deur ‘n kombinasie van gips en gebluste kalk te gebuik teen ‘n konsentrasie van 2000 mg/l. Geen induksie tyd is waargeneem met die voordeel van ‘n hoër presipitasietempo (kristal groei). ‘n Verhoging van kalsium konsentrasie verhoog die kristal groei tempo in die teenwoordigheid van HYDREX. Nietemin, die invloed van pH oorskadu die invloed van kalsium op die groei tempo (in die teenwoordigheid van BULAB). By ‘n hoë pH word die kristal groei tempo vertraag as gevolg van die verhoging van die adsorpsiekapasiteit van die antiskaalmiddel. Die interaksie van FeCl3 met die antiskaalmiddel blyk van belang te wees. By hoë FeCl3 konsentrasies (10 dpm), is die werking van beide HYDREX en BULAB (12 dpm) beperk. Die ‘beste’ kondisies (verkry binne die konteks van hierdie studie), 1) om die vertragingseffek van HYDREX en BULAB teen te werk en 2) spoedige presipitasie van gips te bewerk, lê in die gebruik van saad (gips en gebluste kalk teen 2000 mg/l), die byvoeging van FeCl3 (10 mg/l), ‘n lae pH (4 of laer, wat natuurlik net tersprake is wanneer slegs gips as saad gebruik word aangesien geluste kalk die pH sal lig) asook ‘n relatiewe hoë temperatuur (25°C). Hierdie ‘beste’ kondisies is toegepas in AMD konsentraat om die effek van HYDREX en BULAB te vernietg en gips te presipiteer en die gevolg was dat dit selfs meer suksesvol was as in sintetiese oplossings. In elke geval is die induksietyd na nul minute toe verminder, terwyl die kristal groei tempo 3 maal verhoog het in vergelyking met die sintetiese toetse. Die teenwoordigheid van onsuiwerhede insluitende aluminium, kalsium, magnesium sowel as ‘n verhoging in die [SO4ª-]x[Caª+] produk (3.73 teenoor 3.46 vir sintetiese toetse), blyk verantwoordelik te wees vir die versnelling van die kinetika. Met die byvoeging van gebluste kalk is dit waarskynlik dat die verhoging van die pH (12.3) lei tot die verhoging van natuurlike karbonate in die water wat weer CaCO3 stimlueer. Die teenwoordigheid van CaCO3 kan verantwoordelik gehou word vir bykomende nukleasie en groei, sowel as die deaktivering van antiskaal effektiwiteit.

L'objectif de cette thèse est de mettre en évidence le comportement à l'échelle microscopique des composés organiques au cours des procédés de traitement de mélanges complexes, en particulier les procédés membranaires. Pour cela des outils expérimentaux et de modélisation ont été mis au point. Les méthodes de caractérisation expérimentale des mélanges complexes et de l'état de surface des solides utilisés sont entre autres la construction d'isothermes d'adsorption et la mesure des tensions interfaciales par la méthode de la goutte posée. Le cas étudié ici est celui de la filtration de solutions modèles de tensioactifs par osmose inverse. Nous avons montré que le comportement des composés organiques (tensioactifs) influence la performance du procédé membranaire et les propriétés de membranes. L'outil de simulation du comportement des composés en phase liquide et à l'interface liquide-solide permettant une description à une échelle plus fine que celle atteignable expérimentalement est la DPD (Dissipative Particle Dynamics). Une première étape a permis de simuler l'agrégation des tensioactifs en solution et de retrouver les valeurs expérimentales des concentrations micellaires critiques et nombres d'agrégation de tensioactifs anioniques. L'étude de l'adsorption des tensioactifs sur une membrane d'osmose inverse a été initiée, avec pour objectif de mettre en évidence l'organisation des composés à l'échelle locale. L'apport des outils développés a été démontré et leur utilisation pourra être approfondie dans des travaux ultérieurs.

A indústria têxtil utiliza elevados volumes de água em seus processos, principalmente na etapa de tingimento, em que são utilizadas também quantidades elevadas de corantes e auxiliares têxteis. A presença desses produtos no efluente gera um efeito prejudicial e claramente visível ao ambiente, pois causam alteração nos parâmetros da qualidade da água do corpo receptor. O presente estudo apresenta o pós-tratamento de um efluente têxtil, objetivando o reciclo deste efluente para água de processo de tingimento. Para isso foi utilizada uma combinação de processo físico-químico de coagulação/floculação (CF) e processo de separação por membrana (PSM) de Ultrafiltração (UF) e Osmose Inversa (OI). Os parâmetros analisados antes e após os tratamentos foram: turbidez, condutividade elétrica, demanda química de oxigênio (DQO), carbono orgânico total (COT) e cor. Na etapa de CF foram testados dois tipos de coagulantes, o Sulfato de Alumínio e o Cloreto Férrico, nas concentrações de 30, 50, 70 e 100 mg.L-1. Foram testadas três concentrações de floculante comercial: 0,2, 0,3 e 0,4 mg.L-1. Os experimentos foram conduzidos em pH 7. As etapas de PSM foram conduzidas em módulo plano de Ultrafiltração e em módulos plano e espiral na membrana de Osmose Inversa. O melhor desempenho foi obtido com a dosagem de 50 mg.L-1 do coagulante cloreto férrico e a de 0,3 mg.L-1 de floculante comercial, que apresentou uma redução de 98% na turbidez com relação ao efluente de alimentação. No PSM de Ultrafiltração a remoção de cor não foi satisfatória por ainda apresentar coloração. No PSM de Osmose Inversa com o módulo plano o objetivo da remoção de cor foi atingido com sucesso na análise visual, porém, a vazão de permeado mostrou-se muito baixa inviabilizando o processo. No PSM de Osmose Inversa em módulo espiral a cor foi removida com sucesso, a turbidez ficou abaixo de 1 NTU, a DQO ficou abaixo do limite de detecção do equipamento e a vazão de permeado foi satisfatória. Assim, o estudo aponta como resultado a aplicação CF combinado à OI no tratamento eficaz deste efluente.<br>The textile industry uses large volumes of water in their processes, especially in the dyeing step, which are also used large quantities of coloring agents and textile auxiliaries. The presence of these products in the effluent generates a harmful effect and clearly visible to the environment because they cause changes in the parameters of the receiving body of water. This paper presents the post-treatment effluent from a textile industry, in order to recycle it as process water for dyeing. A combination of physico-chemical process were carried out applying coagulation / floculation (CF) and Ultrafiltration (UF) membrane separation process (MSP) and reverse osmosis (RO). The parameters analyzed before and after treatments were: turbidity, electrical conductivity, chemical oxygen demand (COD), total organic carbon (TOC) and color. In CF stage two types of coagulants were tested, aluminum sulphate and ferric chloride at concentrations of 30, 50, 70 e 100 mg.L-1. Three concentrations of commercial floculants were evaluated: 0,2, 0,3 e 0,4 mg.L-1. The experiments were conducted at pH 7. MSP steps were conducted in plan Ultrafiltration module, and in the Reverse Osmosis membrane, plan and spiral modules were tested. The best performance was obtained with a dosage of 50 mg.L-1 of the coagulant ferric chloride and 0.3 mg.L-1 commercial flocculant, which showed a 98% reduction in turbidity in respect to the raw effluent. MSP Ultrafiltration color removal was not satisfactory because color was still present. In MSP Reverse Osmosis using the plan module the goal of color removal was successfully achieved in the visual analysis, however, the membrane flow was extremely low compared with the UF permeate flow and prevented the process. The color in MSP Reverse Osmosis spiral module has been successfully removed, the turbidity was below 1 NTU, the COD was below the detection limit of the the equipment and the permeate flow was satisfactory. In this way, the study showed the best application for this effluent is CF combined with RO.

Thesis (MEng)--Stellenbosch University, 2000.<br>ENGLISH ABSTRACT: Fouling is readily acknowledged as one of the most critical problems limiting the wider application of membranes in liquid separation processes. A better understanding of fouling layer formation and its monitoring is needed in order to improve on existing cleaning techniques. Plant operation can be optimised if fouling can be monitored by noninvasion means either on the plant itself or on an attached monitoring device. The overall scope of this research was to develop a non-destructive, real-time, in situ visualisation technique or device for concentration polarisation and fouling layer monitoring. Ultrasonic-time-domain-reflectometry (UTDR) was employed as a visualisation technique to provide real-time characterisation of the fouling layer. A 24 cm-long rectangular flat sheet aluminium cell was designed and used as separation device for a desalination system. The experimental results obtained using this module confirmed that there are an excellent correspondence between the flux decline behaviour and the UTDR response from the membrane. The ultrasonic technique could effectively detect fouling layer initiation and growth on the membrane in real-time. In addition to the measurement of fouling, the ultrasonic technique was also successfully employed for monitoring membrane cleaning. Since no real-time permeation data is available during cleaning operations in industrial applications, a UTDR monitoring device may prove to be a very valuable technique in optimising cleaning strategies. The technique was further tested on an 8-inch diameter spiral wrap industrial module and good results were obtained. Stagnant zones, as well as flux flow behaviour inside the module could be determined. However, more research IS needed to fully understand the complex phenomena inside a spiral wrap module. Overall, the UTDR technique and its use in monitoring devices have a major impact in the membrane industry due to its extremely powerful capabilities.<br>AFRIKAANSE OPSOMMING: Membraan-bevuiling of -verstopping is die grootste struikelblok wat die algemene aanwending van membrane vir verskillende watersuiweringsprosesse negatief beinvloed. 'n Beter begrip van membraan-bevuiling, asook beter metingsmetodes daarvan is nodig om op bestaande skoonmaaktegnieke te verbeter. Die hoofdoel van hierdie studie was die ontwikkeling van 'n nie-destruktiewe-in-lyn visuele tegniek vir die meting van konsentrasie polarisasie en membraan-bevuiling. Deur gebruik te maak van ultrasoniese klank golwe, is 'n tegniek ontwikkel wat 'n direkte visuele aanduiding kon gee van die toestand van membraan-bevuiling binnein die module. 'n Reghoekige aluminium-module, 24 cm lank, is ontwerp en gebou waarbinne die membraan geplaas is vir die skeidingsproses. Resultate dui daarop dat daar 'n uitstekende verband bestaan tussen die afname in permeaatvloei en die ultrasoniese eggo vanaf die membraan. Die ultrasoniese tegniek kon die vorming van en toename in membraan-bevuiling doeltreffend karakteriseer. In teenstelling hiermee, is die tegniek ook suksesvol aangewend om die skoonmaak-proses van membrane te ondersoek. Met min of geen data beskikbaar vir die skoonmaak-proses van membrane in die industriële sektor, het die tegniek enorme potensiaal in die optimisering van bestaande skoonmaak-tegnieke. Die tegniek is verder aangewend op 'n industriële 8-duim deursnee spiraal-module en goeie resultate is verkry. Stagnante sones asook vloed-vloei-patrone binne-in die module kon suksesvol bepaal word. Baie navorsing is egter nog nodig om die ingewikkelde data wat gegenereer word tydens die ondersoek van 'n spiraal-module ten volle te verstaan. Die enorme potensiaal en moontlikhede van die ultrasoniese tegniek kan die begin wees van 'n revolusie in die membraan-industrie.

Thesis (Master of Engineering in Chemical Engineering))--Cape Peninsula University of Technology, 2018.<br>Fresh, clean water has always been critical for the world's social development. Supply of water can be reinforced through recycling and reuse; and secondary treatment of municipal wastewater effluent with a membrane bioreactor (MBR) followed by a reverse osmosis (RO) process, has emerged as a crucial treatment process for water reuse. However, fouling of RO membranes in such process is unavoidable. This leads to poor performance, increase in operational cost and degradation of the membrane material, which reduces the membrane life span. Various researches have been conducted to provide an understanding of the mechanism of fouling, and methods have been developed to minimize it. In this research, the effect of surface modification to minimise fouling on a thin film composite polyamide RO membrane was investigated. This study was divided into three parts, namely: membrane modification, biofouling and filtration using RO. Two modifying agents, PVA and DMAEMA, were used as grafting solutions. Escherichia coli (E. coli) were used as the biofoulant to study the ant-biofouling properties of the membranes. A make-up synthetic MBR secondary effluent feed was used in a bench scale RO process. During the membrane modification process, the membrane was treated using two different approaches. Firstly, the covalent attachment of polyvinyl alcohol (PVA) through Glutaraldehyde (GA) onto the surface and secondly the redox initiated grafting of dimethyl amino ethyl methacrylate (DMAEMA PVA and DMAEMA grafting solutions were applied at four different concentrations). The PVA and DMAEMA modifying agents were successfully grafted onto the membrane top layers and were confirmed by the functional groups, present, using the Attenuated Total Reflectance–Fourier Transform Infrared spectroscopy (ATR-FTIR) spectra. The morphology of the membrane surfaces was investigated using Scanning Electron Microscopy (SEM), before and after treatment. SEM analysis showed better membrane structures with PVA grafting compared to DMAEMA.

Thesis (MScEng)--Stellenbosch University, 2012.<br>ENGLISH ABSTRACT: Nearly all South African abalone farms function on an intensive pump-ashore, flow-through system. Large volumes of sea water that are pumped ashore flow through abalone or kelp harvesting tanks and finally gravitate back to the ocean. If the effluent from an abalone farm can be desalinated without permanent membrane fouling, then sea water reverse osmosis (SWRO) technology can be integrated effectively with established abalone farms without having to increase the farms’ intake system capacities. Without the need to construct and maintain an intake system, the overall cost of desalination can be reduced. Therefore, the aim of this study was to determine the feasibility and viability of integrating a SWRO desalination plant with a typical South African abalone farm. The project focused on four areas of concern, namely: - characterisation of typical South African abalone farm water - SWRO desalination plant pilot study and membrane fouling behaviour - general operation of a typical abalone farm and its implications for desalination - cost estimates and implications for the integration of an SWRO desalination plant with an abalone farm During a nine-month on-site investigation, sea water turbidity was reduced by up to 43% from a mean value of 0.82 NTU in the influent stream to 0.47 NTU in the combined effluent stream from the abalone tanks. Even with spikes in the influent turbidity, the turbidity of the combined effluent from all abalone tanks (excluding tank flush water) remained below 1 NTU. Dissolved organic carbon (DOC) in both the influent and combined effluent remained below 1 mg/litre. Ultrafiltration (UF) was selected as pre-treatment to the reverse osmosis (RO) in order to minimise potential fouling of the RO membranes. Membrane compaction of both the UF and RO membranes contributed significantly to initial flux losses – as much as 18% for the polyethersulfone (PESM) UF membranes and 20% for the thin film composite (TFC) polyamide RO membrane. However, this is comfortably in line with typical compaction values quoted in the literature. Without pre-flocculation, the UF was able to operate at a specific flux between 45 and 55 litre/m2/h (LMH) and recoveries ranging between 60 and 75%. Corresponding trans-membrane pressure (TMP) ranged between 0.59 and 0.76 bar. With ferric chloride pre-flocculation at a concentration of 3 mg/litre (as Fe3+) the UF could be operated at notably lower TMP values between 0.11 and 0.36 bar. These results indicate that provision should definitely be made for pre-flocculation when using UF as pre-treatment, despite the fact that the DOC concentrations and turbidity of the abalone farm effluent are quite low (DOC <1 mg/litre, NTU <1). It furthermore highlights the inability of DOC and turbidity alone to predict the membrane fouling potential of water. A better indicator of membrane fouling potential, albeit not perfect, is the modified fouling index (MFI0.45). This index follows a linear trend with foulant concentration and serves as a good indicator of the filterability of water. On-site measurements showed an increase in mean MFI0.45 values from 29 s/litre2 for the influent to 48 s/litre2 for the effluent from the abalone tanks, thereby confirming the need for pre-flocculation as part of UF pre-treatment. Chemically enhanced backwashing (CEB) of the UF membrane at least every 24 hours was found to be essential for its stable operation. Therefore, UF with pre-flocculation (3 mg/litre Fe3+) and regular CEB can be used effectively as pre-treatment method for the desalination of abalone farm effluent water. An RO ‘feed-and-bleed’ system was used to simulate the typical performance of the last membrane in a full-scale RO membrane bank. This RO membrane performed well with no signs of extreme fouling. The membrane produced a good quality permeate – for the last membrane in a membrane bank – reducing the TDS of the RO feed from 33 493 mg/litre to 969 mg/litre. These results compared well with simulated values by Reverse Osmosis System Analysis (ROSA; an RO simulator by DOW), indicating a TDS reduction from 33 271 mg/litre to 1 409 mg/litre at a feed pressure of 56 bar, and overall recovery of 44%. A steady performance of the RO membrane during the pilot study indicated that it is possible to desalinate abalone effluent water without notable permanent membrane fouling. A stable normalised flux rate of 8 LMH was achieved and RO membrane integrity remained intact with a salt rejection that ranged from 98.0 to 98.5%. No sudden reduction in permeate flux was observed as a result of fouling by unknown constituents present in the UF permeate. DBNPA (a non-oxidising disinfectant) was dosed once per week at a concentration of 10 – 30 mg/litre for 30 minutes. Scaling was controlled effectively by means of an antiscalant dosed at a concentration of 11 – 12 mg/litre in the feed stream. The CIP frequency was not optimised but a CIP frequency of once every 6 – 8 weeks appeared to be more than adequate to prevent permanent membrane fouling Advantages of integrating an SWRO desalination plant with a South African abalone farm include: - no lengthy and costly environmental impact assessment (EIA) is required to build a new intake system - shared capital and operational cost of intake system - dual incentive to keep constant good quality water flowing through the farm - early warnings regarding occurrences such as algal bloom and red bait - shared operational and management cost to keep pipelines clean - electricity saved (pumps for intake system) Disadvantages of integrating an SWRO desalination plant with a South African abalone farm include: - will require diverting of the abalone tank wash water from regular effluent - possible water ‘down-times’ due to maintenance operations on abalone farm Based on information from the literature the fixed capital cost depreciation rate (FCCDR) typically contributes approximately 40% and the operation and maintenance (O&M) cost typically contributes 60% to the unit production cost (UPC) of desalinated water. Furthermore, a SWRO desalination plant’s intake system can contribute between 5% and 33% to the FCCDR, depending on the nature and design of the plant. Consequently, the intake system can contribute between 2% and 13% of the UPC of desalinated sea water. This implies possible cost savings of between R0.15/m3 and R2.37/m3 for the production of fresh water (depending on site-specific design factors) when desalinating sea water effluent from on-shore abalone tanks. Integration of an SWRO desalination plant with a South African abalone farm is feasible and viable, provided that the necessary steps and precautions are taken to ensure a smooth and stable operation of the SWRO desalination plant. Cost savings on the part of all the stakeholders are possible if the correct contract can be negotiated.<br>AFRIKAANSE OPSOMMING: Byna alle Suid Afrikaanse perlemoenplase funksioneer op ‘n seewater deurvloeistelsel. Groot volumes seewater word aan wal gepomp en vloei deur die perlemoen of kelp-oes tenks. Hierdie water vloei dan uiteindelik terug na die oseaan as gevolg van swaartekrag. Indien die afvalwater van die perlemoenplase ontsout kan word sonder permanente membraanbevuiling kan seewater tru-osmose (SWTO)-tegnologie effektief met gevestigde perlemoenplase geïntegreer word sonder om die plase se water inname-stelsels se kapasiteite te vergroot. Sonder die behoefte aan uitbreiding en instandhouding van ‘n water inname-stelsel by so ‘n plaas behoort die totale koste van ontsouting aansienlik minder te wees. Die doel van hierdie studie was dus om die uitvoerbaarheid en lewensvatbaarheid van ‘n integrasie van ‘n SWTO ontsoutingsaanleg met ‘n tipiese Suid Afrikaanse perlemoenplaas te ondersoek. Ten einde dit te doen, het die projek op vier areas van belang gefokus, naamlik: - karakterisering van tipiese Suid-Afrikaanse perlemoenplaas water - SWTO ontsoutingsaanleg loodsstudie en membraan bevuilingsgedrag - algemene bedryf van ‘n tipiese perlemoenplaas en die implikasies vir ontsouting - kosteberamings en koste-implikasies met betrekking tot die integrasie van ‘n SWTO ontsoutingsaanleg met ‘n perlemoenplaas Gedurende ‘n nege maande op-perseel ondersoek is seewater troebelheid verminder met tot 43% van 'n gemiddelde waarde van 0.82 NTU in die invloeistroom tot 0.47 NTU in die gekombineerde afvalwaterstroom wat die tenks verlaat. Selfs met skerp wisseling in die invloeistroom troebelheid, bly afvalwaterstroom troebelheid deurgaans onder 1 NTU met die uitsondering van tenk spoelwater. Opgeloste organiese koolstof (OOK) in beide die invloeistroom en die gekombineerde afvalwaterstroom het deurgaans onder 1 mg/liter gebly. Ultrafiltrasie (UF) is gebruik as voorbehandeling vir die tru-osmose (TO) om sodoende potensiële bevuiling van TO membrane te minimaliseer. Membraan kompaksie van beide die UF en TO het merkbaar bygedra tot aanvanlike deurvloeiverliese – so veel as 18% vir die poli-etersulfoon (PESM) UF membrane en 20% vir die dun film saamgestelde (DFS) poli-amied TO membraan. Hierdie is egter gerieflik binne die tipiese kompaksiewaardes soos aangehaal in die literatuur. Sonder flokkulasie was die UF in staat tot temperatuur aangepaste deurvloeitempo van tussen 45 en 55 liter/m2/h (LMH) teen herwinningstempo’s tussen 60 en 75%. Ooreenstemmende trans-membraandrukkings (TMD) het gewissel tussen 0.59 en 0.76 bar. Met ysterchloried voor-flokkulasie teen 'n konsentrasie van 3 mg/liter (as Fe3+) kon die UF teen merkbaar laer TMD waardes bedryf word – tussen 0.11 en 0.36 bar. Hierdie resultate dui daarop dat daar beslis voorsiening vir pre-flokkulasie gemaak moet word wanneer UF as voorbehandeling gebruik word, ten spyte van die feit dat die OOK konsentrasie en troebelheid van die afvalwater van die perlemoenplaas redelik laag is (OOK <1 mg / liter, troebelheid <1 NTU). Verder lig dit die onvermoë uit om OOK en troebelheid alleen te gebruik om membraanbevuilingspotensiaal van water te voorspel. ‘n Beter aanwyser van membraanbevuilingspotensiaal, alhoewel nie perfek nie, is die aangepaste bevuilingsindeks (MFI0.45). Hierdie bevuilingsindeks volg ‘n lineêre neiging met die konsentrasie van onsuiwerhede en dien as ‘n goeie aanwyser van die filtreerbaarheid van water. Op-perseel metings het getoon dat ‘n toename in gemiddelde MFI0.45 waardes van 29 s/litre2 vir die invloeistroom tot 48 s/litre2 vir die afvalstroom van die perlemoentenks die behoefte vir voor-flokkulasie as deel van UF voorbehandeling bevestig. Chemies versterkte terugspoeling (CVT) van die UF membrane ten minste elke 24 uur is noodsaaklik gevind ten einde bestendige werking te verseker. Dus kan UF met voor-flokkulasie (3 mg/liter Fe3 +) en gereelde CVT effektief as voorbehandeling metode vir die ontsouting van perlemoenplaas afvalwater gebruik word. ‘n TO ‘voer-en-bloeistelsel’ is gebruik om die tipiese prestasie van die laaste membraan in ‘n volskaalse TO membraanbank te simuleer. Hierdie TO membraan het goed presteer sonder tekens van buitensporige membraanbevuiling. Vir die laaste membraan in ‘n membraanbank het die membraan goeie gehalte finale water gelewer – ‘n vermindering van die totaal opgeloste stowwe (TOS) van die TO voerwater van 33 493 mg/liter tot 969 mg/liter is behaal. Hierdie resultate het goed vergelyk met gesimuleerde waardes deur Reverse Osmosis Analysis System (ROSA, ‘n TO simulator deur DOW) wat ‘n TOS vermindering van 33 271 mg/liter tot 1 409 mg/liter by ‘n voerdruk van 56 bar en ‘n algehele herwinningstempo van 44% aandui. ‘n Bestendige werking van die TO membraan tydens die loodsstudie het getoon dat dit moontlik is om perlemoenplaas afvalwater te ontsout sonder merkwaardige permanente membraanbevuiling. 'n Stabiele genormaliseerde deurvloeitempo van 8 LMH is bereik en TO membraan integriteit het ongeskonde gebly met 'n sout verwerping wat gewissel het van 98.0 tot 98.5%. Geen skielike afname in finale water deurvloeitempo is waargeneem as gevolg van bevuiling deur onbekende onsuiwerhede in die UF finale water nie. DBNPA (‘n nie-oksiderende ontsmettingsmiddel) is een keer per week teen ‘n ‘n konsentrasie van 10 – 30 mg / liter vir 30 minute gedoseer. Mineraal skaalvorming is effektief beheer deur die dosering van ‘n anti-skaalmiddel teen 11 – 12 mg/liter in die TO voerstroom. Die skoonmaak-in-plek (SIP) frekwensie is nie ge-optimeer nie, maar ‘n SIP een keer elke 6 – 8 weke is meer as voldoende gevind om mikrobiese bevuiling te voorkom. Voordele van die integrasie van 'n SWTO ontsoutingsaanleg met 'n Suid-Afrikaanse perlemoenplaas sluit die volgende in: - geen lang en duur omgewings impak ontleding (OIO) is nodig vir die bou van ‘n nuwe inname-stelsel nie - gedeelde kapitaal en operasionele koste van inname-stelsel - tweeledige aansporing om konstant goeie gehalte watervloei deur die plaas te verseker - vroegtydige waarskuwings ten opsigte van gebeurtenisse soos rooigety - gedeelde bedryfs- en bestuurskoste om voerpype skoon te hou Nadele van die integrasie van 'n SWTO ontsoutingsaanleg met 'n Suid-Afrikaanse perlemoenplaas sluit die volgende in: - vereis herleiding van perlemoentenk spoelwater weg van gereelde afvalwater - moontlike watervloei-aftye weens instandhoudingsbedrywighede op die perlemoenplaas Gebaseer op inligting uit die literatuur dra die vaste kapitaal koste waardeverminderings-koers (VKKWK) gewoonlik ongeveer 40% en die bedryfs- en instandhoudingskoste (B&I) ongeveer 60% by tot die produksiekoste per eenheid (PKE) van ontsoute water.Verder kan ’n SWTO ontsoutingsaanleg se inname-stelsel tussen 5% en 33% tot die VKKWK bydra afhangende van die aard en ontwerp van die aanleg. Gevolglik kan die inname-stelsel tussen 2% en 13% tot die PKE van ontsoute seewater bydra. Dit impliseer ‘n moontlike kostebesparing van tussen R0.15/m3 en R2.37/m3 vir die produksie van vars water wanneer die afvalwater van perlemoentenks ontsout word. Integrasie van 'n SWTO ontsoutingsaanleg met 'n Suid-Afrikaanse perlemoenplaas is uitvoerbaar en lewensvatbaar indien die nodige stappe en voorsorgmaatreëls geneem is om ‘n vlot en bestendige werking van die SWTO ontsoutingsaanleg te verseker. Kostebesparings vir alle belanghebbendes (beleggers) is moontlik indien daar oor die korrekte kontrak onderhandel kan word.

Cette étude s’intéresse à la conception systémique intégrant simultanément les questions de dimensionnement et de gestion optimale de l'énergie. Le système étudié concerne un procédé de pompage intégrant un processus de dessalement d’eaux saumâtres alimenté par des sources de puissance hybrides renouvelable incluant un minimum de stockage électrochimique. Ce cas d’étude appartient à une classe typique de systèmes autonomes alimentés par des sources intermittentes dont profil de puissance a une forme "donnée" : « selon les conditions climatiques (ensoleillement, vent), avec un minimum de stockage d’électricité, la puissance offerte doit être convertie ou stockée hydrauliquement sous peine d’être gaspillée ». L'influence des conditions d'environnement et la robustesse du processus d’optimisation est enfin aussi discutée dans cette thèse. Deux types de modèles mathématiques, dynamiques et quasi-statiques, sont mis en œuvre pour décrire l'ensemble du dispositif. Le système est tout d’abord modélisé dynamiquement par Bond Graphs. Pour une simulation plus rapide, plus adaptée à l’optimisation globale du système, un modèle quasi-statique est créé pour être simulé dans l'environnement Matlab. Pour de tels dispositifs, étant donné une certaine puissance offerte au fil du vent et du soleil, trouver le point optimal de fonctionnement à chaque période consiste en un partage de puissance entre les sous systèmes de pompage et de traitement de l’eau : ce processus est plutôt complexe compte tenu des non linéarités (courbes rendement – puissance) et de la présence de nombreuses contraintes relatives aux limitations de puissance des pompes, aux conditions de niveau des réservoirs, ainsi qu’aux limitations de pression et de débit dans les processus hydrauliques (pompes osmoseur). Nous montrerons qu’il n’est pas si trivial de choisir une fonction objectif qui assure simultanément la performance et la robuste du système vis-à-vis des conditions d’environnement : une fonction objectif robuste quel que soit le profil de puissance des sources est ainsi proposée pour mettre en œuvre une gestion optimale de l’énergie. Le problème d’optimisation étant posé sous forme standard, consistant en la maximisation d’une fonction objectif sous contraintes, des approches d’optimisation efficaces par programmation non linéaire sont employées. La question du dimensionnement et son couplage à la gestion énergétique est finalement étudiée. En particulier, l’intérêt de la modularité des systèmes, considérant plusieurs pompes connectées en parallèle pour la même fonction, est investigué<br>This study focuses on systemic design, integrating simultaneously issues of sizing and optimal energy management. The system under study consists of a pumping process including a brackish water desalination system fed by hybrid renewable power sources with minimum electrochemical storage. Such a device belongs to the class of “autonomous systems” supplied by intermittent sources whose power profile has a “given” waveform: “with minimum electrical storage, power has to be converted, stored in water tanks, or wasted following climatic (sun, wind) conditions”. Influence of environment conditions and robustness of the optimization process is then also discussed in this thesis. Both dynamic and quasi static models are implemented for representing the whole system. The device is firstly modeled dynamically by Bond Graph methodology. For faster simulations, which are more suitable for system optimization, a quasi static model is created to be simulated in the Matlab environment. For such systems, given a certain source power, finding optimal operation point at each period consists of a power sharing between all pumping devices: it is a complex process with huge nonlinearities (efficiency vs power curves) and with many constraints as for the limitation of pump powers, tank level conditions, or pressure and flow limitations in hydraulic network and pumping devices. It is not so trivial to define an objective function which ensures system performance and robustness versus environment conditions: a convenient objective function, whatever the input power profile, is then proposed to implement the optimal management. The optimization problem being mathematically expressed, consisting of objective function maximization under constraints, efficient optimization methods by non linear programming are implemented. The issue of sizing and its coupling with system management efficiency is finally studied. In particular, the interest of modular operation with several pumps connected in parallel is also concerned in this research

Cette étude s’intéresse à la conception systémique intégrant simultanément les questions de dimensionnement et de gestion optimale de l'énergie. Le système étudié concerne un procédé de pompage intégrant un processus de dessalement d’eaux saumâtres alimenté par des sources de puissance hybrides renouvelable incluant un minimum de stockage électrochimique. Ce cas d’étude appartient à une classe typique de systèmes autonomes alimentés par des sources intermittentes dont profil de puissance a une forme "donnée" : « selon les conditions climatiques (ensoleillement, vent), avec un minimum de stockage d’électricité, la puissance offerte doit être convertie ou stockée hydrauliquement sous peine d’être gaspillée ». L'influence des conditions d'environnement et la robustesse du processus d’optimisation est enfin aussi discutée dans cette thèse. Deux types de modèles mathématiques, dynamiques et quasi-statiques, sont mis en œuvre pour décrire l'ensemble du dispositif. Le système est tout d’abord modélisé dynamiquement par Bond Graphs. Pour une simulation plus rapide, plus adaptée à l’optimisation globale du système, un modèle quasi-statique est créé pour être simulé dans l'environnement Matlab. Pour de tels dispositifs, étant donné une certaine puissance offerte au fil du vent et du soleil, trouver le point optimal de fonctionnement à chaque période consiste en un partage de puissance entre les sous systèmes de pompage et de traitement de l’eau : ce processus est plutôt complexe compte tenu des non linéarités (courbes rendement – puissance) et de la présence de nombreuses contraintes relatives aux limitations de puissance des pompes, aux conditions de niveau des réservoirs, ainsi qu’aux limitations de pression et de débit dans les processus hydrauliques (pompes osmoseur). Nous montrerons qu’il n’est pas si trivial de choisir une fonction objectif qui assure simultanément la performance et la robuste du système vis-à-vis des conditions d’environnement : une fonction objectif robuste quel que soit le profil de puissance des sources est ainsi proposée pour mettre en œuvre une gestion optimale de l’énergie. Le problème d’optimisation étant posé sous forme standard, consistant en la maximisation d’une fonction objectif sous contraintes, des approches d’optimisation efficaces par programmation non linéaire sont employées. La question du dimensionnement et son couplage à la gestion énergétique est finalement étudiée. En particulier, l’intérêt de la modularité des systèmes, considérant plusieurs pompes connectées en parallèle pour la même fonction, est investigué<br>This study focuses on systemic design, integrating simultaneously issues of sizing and optimal energy management. The system under study consists of a pumping process including a brackish water desalination system fed by hybrid renewable power sources with minimum electrochemical storage. Such a device belongs to the class of “autonomous systems” supplied by intermittent sources whose power profile has a “given” waveform: “with minimum electrical storage, power has to be converted, stored in water tanks, or wasted following climatic (sun, wind) conditions”. Influence of environment conditions and robustness of the optimization process is then also discussed in this thesis. Both dynamic and quasi static models are implemented for representing the whole system. The device is firstly modeled dynamically by Bond Graph methodology. For faster simulations, which are more suitable for system optimization, a quasi static model is created to be simulated in the Matlab environment. For such systems, given a certain source power, finding optimal operation point at each period consists of a power sharing between all pumping devices: it is a complex process with huge nonlinearities (efficiency vs power curves) and with many constraints as for the limitation of pump powers, tank level conditions, or pressure and flow limitations in hydraulic network and pumping devices. It is not so trivial to define an objective function which ensures system performance and robustness versus environment conditions: a convenient objective function, whatever the input power profile, is then proposed to implement the optimal management. The optimization problem being mathematically expressed, consisting of objective function maximization under constraints, efficient optimization methods by non linear programming are implemented. The issue of sizing and its coupling with system management efficiency is finally studied. In particular, the interest of modular operation with several pumps connected in parallel is also concerned in this research

Abstract Industrial wastewaters are complex waters, which can contain a large variety of compounds such as heavy metals and salts as well as nutrients, e.g. nitrogen compounds and phosphorous. Prevention of wastewater formation is not always possible and therefore new more efficient water treatment techniques are needed. Legislation also supports the use of more efficient water treatment techniques, which can lead to better purification results and the recovery of valuable compounds from wastewaters. One technique, which has been of interest, is membrane technology. Membrane technology can separate heavy metals, salts and nutrients effectively, also at low concentrations, which is not always possible with conventional water treatment methods. The main disadvantage of membrane technologies is membrane fouling, which reduces the membrane permeate flux and separation efficiency. In this thesis membrane techniques were combined into hybrid processes to increase the efficiency of water treatment to reduce fouling and to widen the application areas of membrane technologies, as well as to increase the awareness of the benefits gained when using hybrid membrane processes in wastewater treatment. Three different hybrid membrane processes were applied. Catalytically active nanofiltration membranes were used to purify real mine wastewaters from harmful compounds, including sulphate. A catalytic layer reduced the membrane fouling tendency. Micellar-enhanced ultrafiltration was applied successfully to the separation of heavy metals from phosphorous-rich wastewater of a fertilizer company to achieve selective separation. In addition, reverse osmosis and membrane distillation were applied to the concentration of heavy metals, a metalloid and nitrogen compounds containing synthetic wastewater efficiently. High volume concentration factor was achieved with the RO-MD process. In this thesis high heavy metal, metalloid, and salt removal efficiencies were achieved with all hybrid membrane techniques. Hybrid membrane techniques were also categorized based on their properties. The study provides new knowledge on hybrid membrane techniques in the removal of inorganic compounds from industrial waters<br>Tiivistelmä Teollisuuden jätevedet voivat sisältää kohonneita haitta-ainepitoisuuksia, kuten raskasmetalleja ja suoloja. Teollisuuden jätevedet voivat sisältää myös ravinteita, esimerkiksi typen yhdisteitä ja fosforia. Jätevesien syntymistä ei aina voida ennaltaehkäistä, ja siksi uusille entistä tehokkaammille vedenkäsittelymenetelmille on tarvetta. Lisäksi myös lainsäädäntö vaatii entistä tehokkaampaa vesien puhdistusta, mikä osaltaan edistää entistä tehokkaampien puhdistustekniikoiden kehitystä sekä erotettujen aineiden talteenottoa. Yksi aktiivisen tutkimuksen kohteena oleva vesienkäsittelyssä käytetty menetelmä on kalvoerotustekniikka. Kalvoerotustekniikoilla voidaan erottaa tehokkaasti raskasmetalli-ioneja, sulfaattia ja ravinteita, kuten typpiyhdisteitä teollisuuden jätevesistä myös alhaisissa pitoisuuksissa, missä yleisesti käytettävät menetelmät voivat olla tehottomia. Yksi kalvoerotusmenetelmien ongelma on kalvojen likaantuminen, mikä alentaa kalvojen erotustehokkuutta ja vähentää tuottavuutta. Tässä tutkimuksessa kalvojen likaantumistaipumista on vähennetty yhdistämällä kalvoerotustekniikoita muihin erotusmenetelmiin hybriditekniikoiksi. Tässä työssä on tutkittu kolmea eri hybridimenetelmää. Sinkkioksidilla pinnoitettuja nanosuodatuskalvoja tutkittiin ja verrattiin kaupallisiin nanosuodatuskalvoihin kaivosteollisuuden vesien puhdistuksessa mm. sulfaatista. Katalyyttipinnoite muutti kalvoja vähemmän likaantuviksi, ja näin menetelmän tehokkuus parani. Miselliavusteisella ultrasuodatuksella erotettiin fosforipitoisesta lannoitetehtaan jätevedestä raskasmetalleja selektiivisesti, ja näin mahdollistettiin fosforin uudelleenkäyttö. Kolmannessa tutkimuskohteessa konsentroitiin kalvotislauksen ja käänteisosmoosin yhdistelmällä raskasmetalli- ja typpiyhdisteitä sisältävää synteettistä jätevettä pieneen tilavuuteen. Työssä saavutettiin korkeita raskasmetallien ja suolojen erotustehokkuuksia kaikilla käytetyillä tekniikoilla. Työssä arvioitiin myös yhteenvetona erilaisten hybridimembraanitekniikoiden eroja ja ominaisuuksia ja tekniikoita jaoteltiin menetelmien ominaisuuksien mukaan. Työ antoi uutta tietoa hybridimembraanitekniikoista epäorgaanisten aineiden erotuksessa teollisuuden vesistä

O objetivo deste trabalho foi investigar o desempenho de uma membrana comercial na remoção de um metal pesado (níquel) de efluentes sintéticos, por osmose inversa. Na primeira etapa foi realizada uma comparação com os resultados obtidos com soluções de alimentação contendo sais, como NaCl, NaNO3 e Ni(NO3)2.6 H2O, nas concentrações de 50, 100 e 200 ppm, e nas pressões de 10, 20 e 26 bar. Os resultados mostraram que a influência da concentração e da pressão aplicada ao sistema não afetaram as rejeições de forma significativa. Na segunda etapa, como os parâmetros não influíram significativamente na rejeição dos sais, optou-se, pela aplicação de uma pressão de operação de 10 bar, para avaliar a eficiência de remoção de níquel. A membrana utilizada, constituída de poliamida, modelo HR98PP e fornecida pela DOW/Filmtec, apresentou uma boa permeabilidade hidráulica. Os resultados mostraram que para todas as concentrações testadas, as rejeições de níquel ultrapassaram 96%, comprovando a boa seletividade deste tipo de membrana na rejeição do referido metal, com fluxos de permeado variando entre 4,78 e 5,55 L/h.m2 , sob pressão de operação de 10 bar. Para estudar o efeito do tamanho iônico na rejeição da membrana, o níquel foi complexado pela adição de um agente quelante na solução de alimentação. O agente escolhido foi o Na2EDTA, devido à formação de um complexo estável com o níquel e por ser um agente não prejudicial à saúde humana. Os resultados com adição de EDTA indicaram um aumento na rejeição de níquel, atingindo o índice máximo de 98,22 %, partindo-se de uma solução com 40,39 ppm de Ni2+, e confirmam que o processo de osmose inversa com a membrana HR98PP é altamente adequado para o tratamento de efluentes contendo níquel<br>The present work aim to investigate the performance of commercial membrane (HR98PP) at reverse osmosis process for nickel removal from synthetic effluents. The results was obtained by using salt solution of NaCl, NaNO3 and Ni(NO3)2.6 H2O at different feed concentration (50, 100 and 200 mg/L) and pressure (10, 20 and 26 bar), as drive-force of process. The membrane performance showed a good hydraulic permeability (Lp) and nickel removal at 10 bar. This condition was used to investigate the influence of EDTA, as chelate agent, on nickel rejection when a feed solution with lower Ni2+ concentration (&#8776; 40 mg/L) was prepared. The EDTA was chosen due to the stable complex formations and because this agent in not a prejucial element to human health and to environment. In this case, the HR98PP membrane was showed a high nickel rejection (&#8776; 98%), using feed solution containing 40,39 mg/L Ni2+. However, it is suitable for the wastewater nickel treatment

A água exerce papel fundamental nas diferentes fases do processo de fabricação de artigos para saúde (médico-hospitalares, farmacêuticos, e clínicos), exigindo elevado grau de pureza, que certifique a sua inocuidade. Portanto, se faz necessário maior controle dos sistemas de purificação de água e suas etapas de tratamento, onde a formação de biofilmes pode contaminar os artigos para saúde e, consequentemente, causar injúria a pacientes submetidos à aplicação dos mesmos. Embora os artigos médicos sejam esterilizados por óxido de etileno (ETO), seu processo de manufatura deve prever o mínimo acréscimo possível de contaminantes. Considerando que a água purificada e a esterilização dos artigos para saúde são fatores determinantes para o sucesso de sua aplicação, este trabalho foi dividido em duas partes distintas. A primeira parte aborda o controle das etapas de purificação da água, que é destinada à lavagem de componentes termoplásticos, que são utilizados na fabricação de artigos para saúde. Os níveis máximos de carga microbiana (expressos em ciclos de log10 UFC/100mL) encontrados ao longo do sistema de purificação de água foram: 3,48 log10 na água de entrada; 3,57 log10 nos filtros multimeios; 3,75 log10 nos abrandadores; 4,97 log10 no filtro de carvão ativado; 2,53 log10 na osmose reversa; 2,70 log10 no tanque de estocagem e distribuição; 2,56 log10 na lâmpada ultravioleta; 2,53 log10 nos filtros 0,05 &#181;m; 1,98 log10 nos pontos de uso. Flavimonas oryzihabitans e Micrococcus luteus foram as bactérias Gram-negativa e Grampositiva, respectivamente, isoladas e identificadas com maior freqüência na água, em diferentes estágios do sistema, inclusive após a passagem dessa através das membranas de osmose reversa. A segunda parte do estudo teve como objetivo determinar o tempo de aeração necessário para que os oxigenadores de sangue e conjuntos de tubos de PVC, após esterilização por ETO, permaneçam em aeração, para dissipação dos resíduos de ETO. Avaliou-se também a potencialidade da proteína verde fluorescente (GFP) como biossensor no processo de esterilização. O processo de esterilização destes artigos médicos foi monitorado com indicadores biológicos Bacillus atrophaeus, proteína verde fluorescente (GFP) e controles de temperatura, pressão e umidade em ciclos de 2 h (ciclo curto), 4 h (meio ciclo) e 8 h (ciclo longo). As curvas de dissipação, determinadas por cromatografia gasosa, confirmaram níveis residuais menores que 25 ppm para ETO e etileno cloridrina (EC); e inferiores a 250 ppm para etileno glicol (EG), ao final do processo de esterilização para os oxigenadores; e, após 221 horas de aeração, para os conjuntos de tubos de PVC. Nos ciclos de esterilização, as reduções na intensidade de fluorescência da GFP ocorreram em função do tempo de exposição ao ETO; enquanto germinação de esporos e/ou crescimento de B. atrophaeus não foi observado.<br>The water exerts important paper in different phases of critical items manufacture in the health care units, pharmaceutical industries, hospitals and clinics, becoming necessary a rigorous control of the water purification systems, storage and distribution, in order to prevent biofilms formation and cross-contamination between devices and patients, who are submitted to critical articles and parenteral solution application. The sterilization of critical devices by ethylene oxide (ETO) should predict minimum addition of possible contaminants and residues. Considering that the purified water and the sterilization are crucial factors for medical devices, this work was divided in two parts. The first part evaluated continuously the stages of the system for the purification of the water, which purity level is critical and determines the quality of the washing of thermoplastic components used in the manufacture of critical items. The maximum levels of heterotrophic load (log10 UFC/100mL) found throughout the water purification system were: 3.48 log10 in the water inlet; 3.57 log10 in the multimedium filters; 3.75 log10 in the softeners; 4.97 log10 in the activated carbon filter; 2.53 log10 in the reverse osmosis; 2.70 log10 in the tank of storage and distribution; 2.56 log10 in the UV lamp; 2.53 log10 in the 0.05&#181;m filters; 1.98 log10 in the consumption points. Flavimonas oryzihabitans and Micrococcus luteus were the main Gram-negative and Grampositive bacteria, respectively found in the purified water after reverse osmosis. The second part of this study had as objective the determination of the needed aeration time for blood oxygenators and sets of PVC tubing must be kept in aeration room for dissipation of ETO residues; and also evaluated the possibility of GFP as biosensor. ETO is used as in a mixture (10% ETO and 90% CO2). Residual levels of ETO and its derivatives, ethylene chloridrin (ECH) and ethylene glycol (EG), which remain in these devices, must be controlled to prevent serious injuries to the patients. The sterilization process of the oxygenators and sets of PVC tubing was monitored with Bacillus atrophaeus and fluorescent green protein (GFP). The temperature, pressure and humidity were controlled in the sterilization cycles of 2 h (short cycle), 4 h (half cycle) and 8 h (long cycle). The dissipation curves of the residues were determined by gaseous chromatography and the residual concentrations were lower than 25 ppm of ETO and ECH and lower than 250 ppm of EG immediately after the sterilization processes for oxygenators and after 221 hours of aeration for the sets of PVC tubing. Reductions in the fluorescence intensity of GFP were observed as a function of the exposition time to the ETO. No growth of B. atrophaeus spores was observed after cycles.

O presente trabalho está dividido em três etapas distintas: estudo de parâmetros que afetam o processo de rejuvenescimento de membranas de osmose reversa (OR), análise da influência do pH e da temperatura na performance da membrana e estudo do efeito das cloraminas nas membranas de poliamida (PA). Os experimentos foram realizados em uma unidade de OR de bancada que pode operar com dois tipos de módulos: um para membrana plana e outro para membrana em espiral. A performance das membranas foi avaliada medindo-se a retenção e o fluxo de permeado, utilizando-se soluções contendo 2000 ppm de NaCl e, também, água de alimentação de um sistema de OR industrial. Com o objetivo de aplicar o processo de rejuvenescimento na unidade de OR industrial, estudou-se o efeito da vazão de alimentação da solução de ácido tânico e o estado de limpeza das membranas na eficiência do rejuvenescimento. Os resultados experimentais mostraram que tanto a vazão de alimentação como a limpeza das membranas são parâmetros importantes. Em vazões maiores da solução de ácido tânico, observou-se um aumento maior na retenção de sais após o processo de rejuvenescimento. Nas membranas que não foram adequadamente limpas, a eficiência do rejuvenescimento foi baixa O estudo do pH e da temperatura foi feito para avaliar a influência destes fatores na quantidade e qualidade do permeado. A temperatura foi estudada por se tratar de um parâmetro não controlado na indústria, variando de acordo com as condições climáticas locais. A faixa de temperatura investigada foi de 11,5 a 40 °C. O pH foi estudado porque em alguns sistemas industriais são adicionados produtos químicos na corrente de alimentação da OR com o objetivo de tornar o meio menos propício à corrosão. A faixa de pH estudada foi de 5 a 10. Os resultados obtidos mostraram que a temperatura e o pH são parâmetros que devem ser controlados e otimizados nos sistemas de OR, pois atuam diretamente na performance das membranas. A queda da temperatura diminuiu o fluxo de permeado em até três vezes e o seu aumentou acarretou uma diminuição na retenção de até 8 % em temperatura de 40°. A mudança no pH acarretou mudanças diferentes na performance da membrana, dependendo da solução utilizada A terceira etapa foi realizada para avaliar o efeito das cloraminas nas membranas de PA. Nesta etapa, foi desenvolvida uma técnica para obtenção de soluções ricas em monocloraminas, isentas de cloro livre. Também foram realizados testes onde a membrana foi submetida ao contato com a solução de cloraminas. Os resultados obtidos, em relação à retenção e ao fluxo de permeado não permitem conclusões precisas, portanto mais experimentos são necessários. Embora os resultados em relação ao poder oxidante das monocloraminas sobre as membranas de PA não sejam conclusivos, a metodologia desenvolvida para obtenção das soluções de cloraminas nos experimentos mostrou ser a mais adequada para a continuidade dos estudos. Não foram encontrados na literatura métodos exatos para determinação de cloro livre e cloro combinado em soluções concentradas, portanto o método de análise escolhido foi o método DPD colorimétrico. Apesar deste método apresentar interferências na leitura do cloro livre, o fato de não ter havido degradação das membranas evidencia a inexistência de cloro livre nas soluções preparadas.

Recent studies have shown the presence of "new" contaminants in the environment, generally detected at trace concentrations. The presence of such substances, which includes many pharmaceuticals, into soil and surface water is primarily due to the discharge of contaminated wastewater by wastewater treatment plants. The analysis of influents and effluents have pointed out the inefficiency of conventional treatments in removing these micropollutants, enhancing the interest for the implementation of advanced treatments. In particular, this study investigates the removal of 10 pharmaceutical compounds with different physicochemical properties from wastewater secondary effluents by two membranes with a molecular weight cut off (MWCO), of 300 Da (NF270) and 200 Da (SelRO® MPS-34), to improve rejections. Different tests were performed to evaluate the effects of feed wastewater pH and transmembrane pressure (TMP) on pharmaceutical rejection. Both membranes were effective in the removal of the selected pharmaceuticals with average rejections of about 90% for a TMP of 5 bar; in addition, the SelRO membrane was tested at pressures of 10 and 20 bar, resulting in average rejections of 93% and 96%, respectively. Rejections of most compounds were greater at a slightly alkaline pH and, under such conditions, a more severe flux decline was reported. Rejection of ionic compounds (diclofenac, triclosan) increased with increasing pH and at a TMP of 5 bar such increase was more relevant. Hydrophilic and neutral compounds (acetaminophen, caffeine, triclosan) were mainly removed by size exclusion and showed rejections which increased with molecular weight and substantially independent from pH. In this case, the removal percentages obtained were not negligible at all also for compounds having a molecular weight lower than the membrane MWCO, presumably due to the presence of a fouling layer. Removal of PCs with high Log Kow value were affected by hydrophobic interactions with the membrane.

Orientadores: Maria Regina Wolf Maciel, Mario Eusebio Torres Alvarez<br>Tese (doutorado) - Universidade Estadual de Campinas, Faculdade de Engenharia Quimica<br>Made available in DSpace on 2018-08-11T16:17:30Z (GMT). No. of bitstreams: 1 Araujo_WilsonAndaleciode_D.pdf: 2993508 bytes, checksum: 29abb03a65a80f6c9835367e0cb49d50 (MD5) Previous issue date: 2008<br>Resumo: Os processos de separação com membranas (PSM) têm sido considerados como alternativa a processos clássicos de separação. Esta é uma área de estudo que apresenta uma forte interdisciplinaridade. Há um crescente interesse nestes processos para diversas aplicações como, por exemplo, tratamento de efluentes industriais, desalinização de águas, purificação e concentração de correntes da indústria alimentícia. A separação, em geral, não envolve mudança de fase, o que significa economia no consumo de energia e operações a temperaturas moderadas. Na tecnologia de separação com membranas, os componentes das misturas líquidas ou gasosas são separados ao permearem de forma seletiva através de uma membrana. As membranas podem ser poliméricas ou cerâmicas. A corrente de alimentação é dividida em duas correntes de saída: a que permeou através da membrana (permeado) e a corrente concentrada retida (¿retentate¿). Estes processos têm sido aplicados no processamento de bebidas, sucos, e aromas. Neste trabalho, dois PSM foram estudados, a Osmose Inversa (OI) e a Pervaporação (PV). Experimentos em escala piloto foram realizados empregando-se o processo de OI (membrana de poliamida) para a concentração de suco de laranja a 20°Brix. Avaliou-se a retenção de compostos de voláteis (acetaldeído, metanol e etanol) monitorando-se as correntes de alimentação e permeado. Os resultados de retenção de aromas obtidos não foram satisfatórios. A membrana apresentou baixas retenções para os voláteis monitorados na temperatura usada para realização dos experimentos. Na segunda etapa do trabalho, o processo de PV foi avaliado para recuperação de um importante éster do suco de laranja, o etil butirato. O software PERVAP, um simulador Fortran essencialmente preditivo, foi empregado no estudo de desempenho do processo para duas membranas, polidimetilsiloxano (PDMS) e polioctilmetilsiloxano (POMS). Realizou-se a predição de propriedades de membranas poliméricas para incremento da capacidade preditiva do simulador. Foram empregados métodos de contribuição de grupos para predição das propriedades dos polímeros. Os dados de viscosidade preditos para o POMS viabilizaram a realização de cálculos para obtenção de parâmetros requeridos para operação do simulador. A abordagem proposta proporcionou maior versatilidade ao simulador<br>Abstract: The membrane separation processes (MSP) have been considered as alternative for conventional separation processes. In this research area a strong interdisciplinarity is observed. There is an increasing of interest for these processes considering many aplications (e.g., industrial wastewater treatment, water desalination, purification and concentration of food industry streams). The separation usually does not requires phase change, which means energy savings and moderate temperatures. A membrane separation system separates an inlet stream into two effluent streams known as the permeate and the retentate. The permeate is the portion of the fluid that has passed through the membrane. Whereas the retentate stream contains the constituents that have been rejected by the membrane. The membrane can be polymeric or ceramic. These processes have been applied for processing beverages, juices and aromas. In this work, two of these processes were studied, Reverse Osmosis (RO) and Pervaporation (PV). Pilot scale experiments were accomplished using RO (poliamide membrane) for concentrating single strength orange juice at 20ºBrix. The retention of volatile compounds (acetaldehyde, methanol and ethanol) was evaluated by monitoring feed and permeate streams. The retention results obtained were unsatisfactory. The membrane presented low retention for monitored volatiles under studied temperature conditions. In the second stage of this work, the PV process was evaluated for recovering an important ester of orange juice, the ethyl butyrate. The PERVAP software, an essentially predictive Fortran simulator, was used for evaluating process performance considering two membranes, polydimethylsiloxane (PDMS) and polyoctylmethylsiloxane (POMS). It was accomplished the prediction of properties for polymeric membranes targeting the software predictivity improvement. Viscosity data predicted for POMS was crucial for calculating parameters required by simulator. The predictive approach proposed improved the software versatility<br>Doutorado<br>Desenvolvimento de Processos Químicos<br>Doutor em Engenharia Química

Orientador : Prof. Dr. Urivald Pawlowsky<br>Dissertação (mestrado) - Universidade Federal do Paraná, Setor de Tecnologia, Programa de Pós-Graduação em Engenharia de Recursos Hídricos e Ambiental. Defesa: Curitiba, 02/03/2011<br>Bibliografia: fls. 212-218<br>Resumo: Uma das grandes dificuldades no tratamento de lixiviado de aterro industrial consiste na remoção dos compostos orgânicos não biodegradáveis, representados, pelos altos valores de Demanda Química de Oxigênio (DQO). Este estudo foi realizado em um Centro de Tratamento o qual recebe, conforme NBR 10004, resíduos industriais de Classe I e Classe II. A tecnologia de Osmose Reversa (OR) foi empregada em três diferentes águas de alimentação obtidas no processo de tratamento do lixiviado gerado pela empresa. O objetivo principal consiste na verificação da sua qualidade final, principalmente quanto a remoção de compostos não biodegradáveis, e posterior reutilização desta água. Os seguintes efluentes foram testados: Efluente Tratado por Reator Biológico de Membrana (MBR), com valores médio de DQO de 197,3 ± 58,7mg/L, Efluente Tratado por processo de Lodos Ativados existente na empresa, com valor de DQO em torno de 1000 mg/L e, por fim, Efluente Retratado por processo Físico-Químico com adição de carvão tivado em pó, cujo valor de DQO é em torno de 700mg/L. Neste estudo foram utilizadas membranas de OR de poliamida, e a unidade piloto é formada por dois estágios de membrana de módulos espirais. O efluente após tratamento por MBR apresentou remoção de DQO em torno de 87,96%. Dentre os parâmetros analisados, as concentrações de Sólidos Totais Dissolvidos (STD) e do Carbono Orgânico Total (COT) nesta água foram em torno de 2670 mg/L e 27,43 mg/L e a remoção destes compostos atingiu valores na média de 94,65% e 96,07%. 4O MBR, portanto, apresentou-se como um prétratamento adequado ao sistema de OR, com tempo total de filtração de 15 horas. Além disso, água obtida é possível de ser reutilizada para fins não potáveis. Embora as remoções com os outros dois efluentes também tenham sido elevadas, a rápida queda na vazão de permeado e o alto potencial de colmatação das membranas que ambos apresentaram demonstram que a filtração destes efluentes pela tecnologia de OR é inviável sem a adoção de pré-tratamento anterior ao sistema.<br>Abstract: One of the most problems found in industrial landfill leachate treatments is remove the organic matters which are difficult to oxide biologically. This study was realized in Center of Treatment which receive, in agreement with NBR 10004, industrial waste classified as Class I and Class II. Those are represent mostly due high levels of Chemical Oxygen Demand (COD). Therefore, in this study three different feed waters from a leachate treatment plant were submitted to Reverse Osmosis (RO). The main purpose was verify the final quality from the permeates obtained, especially the value of COD and the possibility to reuse those waters. The feed waters where: treated effluent by membrane bioreactor (MBR) with ultrafiltration membranes, which present 197,3 ± 58,7mg/L of COD, treated effluent by activated sludge process from the wastewater plant that they have installed, which presents values of COD around 1000 mg/L; and finally retreated effluent by physicochemical process with addition of powdered activated carbon, with COD around 700mg/L. For this study spiral wound polyamide Reverse Osmosis membranes were used. The removal of COD from the treated effluent by MBR was around 87,95%. Some other parameters like Total Dissolved Solids (TDS) and Total Carbon Organic (COT) present values around 2670 mg/L and 27,43 mg/L respectively, with average removal around 94,65% and 96,07%. The color was 100% removed from all the feed waters. The MBR therefore, showed to be a good solution as pre-treatment for OR, with 15 hours of total time of filtration without chemical wash. Beside that the treated water obtained can be reused for non potable use. The removal of the compounds obtained for the others two effluents was good, with efficiencies around 90 – 99% but, the fast decrease of flowrate and the high potential to fouling and scaling of both demonstrated that these have no viability to be treated by OR. A pretreatment must be adopted before feed the system with them.

L’aumento dei consumi e i mutamenti climatici in atto stanno prosciugando le risorse del pianeta, tra cui le riserve di acqua dolce. Tuttavia, un potenziale enorme è rappresentato dagli oceani, che costituiscono il 97% dell’acqua che ricopre il nostro pianeta. La desalinizzazione dell’acqua di mare è un sistema già diffuso ma, ad oggi, la maggior parte degli impianti sono alimentati da fonti di energia non rinnovabili. Il passaggio a una produzione di acqua dolce sostenibile, seppur necessario, è ancora in fase iniziale. La dissalazione con membrane a osmosi inversa prevede il pompaggio di acqua salata attraverso una membrana semipermeabile, che lascia passare le molecole di acqua e trattiene i sali disciolti. Nella presente tesi, la pressurizzazione dell’acqua di mare che alimenta il processo di osmosi inversa avviene per mezzo di turbine eoliche a trasmissione idraulica. Rispetto alle convenzionali turbine eoliche, il classico sistema di trasmissione di potenza nella carlinga è sostituito da una pompa ad acqua a pistone radiale ed una linea idraulica. Tra le sfide che questa soluzione presenta, conciliare la necessità del processo di osmosi inversa di avere un input costante con la variabilità e imprevedibilità della risorsa eolica è una delle maggiori. Lo scopo di questa tesi è stato quello di analizzare il comportamento dinamico di membrane a osmosi inversa quando usate in combinazione con una turbina a trasmissione idraulica, per mezzo dello sviluppo di un modello numerico, e confrontare i risultati ottenuti con quelli di una turbina eolica convenzionale. Parallelamente, una possibile applicazione è stata individuata nell’Isola di Pantelleria, i cui dati anemometrici sono stati utilizzati per generare gli input per il modello numerico. Seppur con varie semplificazioni, grazie al modello sviluppato è stato possibile effettuare un primo design per i principali componenti del sistema e simulare la produzione di acqua annuale per l’isola di Pantelleria.

Orientadora : Drª. Arislete Dantas Aquino<br>Dissertação (mestrado) - Universidade Federal do Paraná, Setor de Tecnologia, Programa de Mestrado Profissional em Meio Ambiente Urbano e Industrial, em parceria com o Serviço Nacional de Aprendizagem Industrial e a Universität Stuttgart. Defesa: Curitiba, 28/11/2014<br>Inclui referências : f. 87-95<br>Resumo: Este trabalho teve como objetivo avaliar e caracterizar o resíduo produzido pelo tratamento avançado de um Processo de Separação por Membranas (PSM) proveniente de uma unidade piloto, instalada dentro de uma planta de tratamento de água para a indústria, denominada Estação de Tratamento de Água Industrial - Araucária (ETA-I). Esta planta possui capacidade de tratamento de água de 1.152 m³/h e atende a quatro grandes indústrias da região sendo, siderurgia, termoelétrica, madeireira e de fertilizantes nitrogenados, que utilizam a em processos industriais como, em torres de resfriamento, caldeiras. A unidade piloto possui capacidade de tratamento de até 400 L h-1, e era composta por filtro de carvão ativado, bomba dosadora de metabisulfito de sódio, filtro de polipropileno, dois vasos de pressão onde estavam inseridos os módulos individuais de membranas filtrantes. Cada membrana possuía 7,9 m² totalizando 15,8m² de área de filtração, a composição do elemento filtrante era uma mescla de poliamida e polisulfona, espiralada e fornecida pela Hydranautics ESPA1-4040 Nitto Denko. As amostras coletadas, de concentrado e de água de alimentação, foram analisadas no laboratório para determinações analíticas de: cor, turbidez, pH, temperatura, condutividade elétrica, dureza, cloretos, fluoretos e cloro livre. Estas foram definidas com base nos parâmetros mais significativos para água de processo, caldeira e torre de resfriamento, custo, tempo de preparo e determinação. Os resultados das análises destes parâmetros foram tratados utilizando o teste Z e os resultados foram expressos pela média com a incerteza expandida para 95,45% do período avaliado. O tempo de operação da planta piloto para este trabalho foi de 1000 horas de forma contínua sendo interrompida apenas para a manutenção da ETA-I. Para cada parâmetro avaliado foram coletadas 127 amostras de água de alimentação, de permeado e do concentrado, após o tratamento de dados restaram 81 amostras para cada parâmetro, estes resultados indicam para a eficiência na redução da concentração dos parâmetros avaliados no permeado e para o concentrado avaliado o fator de concentração variou entre 2 a 5 vezes quando comparado com as concentrações presentes na água de alimentação, sendo verificada a eficiência do PSM. O resíduo proveniente da limpeza química das membranas filtrantes foi coletado e enviado para análise de laboratório externa e os resultados destas análises indicam conformidade de parte dos parâmetros com a Resolução CONAMA 430/2011 que estabelece critérios para o lançamento do efluente no corpo hídrico e outros parâmetros não possuem regulamentação nesta resolução, sendo assim a legislação brasileira para o lançamento de efluente omissa. Palavras-Chave: água industrial; permeado; processos de separação por membranas; tecnologia de separação por membranas.<br>Abstract: The aim of this study was to evaluate and characterize the waste produced by the advanced treatment of a membrane separated process (MSP) from a pilot unit, installed in a water treatment plant for the industry, called Industrial Water Treatment Plant - Araucaria (IWTP). This plant has water treatment capacity of 1,152 m³ / h and serves four major industries in the region and, steel, thermal power, timber and nitrogen fertilizers, which use in industrial processes such as in cooling towers, boilers. The pilot plant has the capacity to process up to 400 L h-1, and was composed of activated carbon filter, metering pump sodium metabisulfite, polypropylene filter, a pressure vessel where the individual modules of filter membranes were inserted. Each membrane had a total 7.9 m² of filtration area, the filter element composition was a blend of polyamide and polysulfone, coiled and supplied by Nitto Denko ESPA1- 4040 Hydranautics. Samples collected, concentrated and feed water, were analyzed in the laboratory for analytical determinations of: color, turbidity, pH, temperature, electrical conductivity, hardness, chlorides, fluorides and free chlorine. These were defined based on the most significant parameters for process water, boiler and cooling tower, cost, preparation time and determination. The results of the analysis of these parameters have been treated using the Z test and the results were expressed as mean with uncertainty expanded to 95.45% of the evaluation period. The pilot plant operating time for this work was 1000 hours continuously being interrupted only for the maintenance of IWTP For each parameter evaluated were collected 127 feedwater samples of permeate and concentrate, after the processing of data remaining 81 samples for each parameter, these results indicate for the efficiency reduction of the concentration of the parameters evaluated in the permeate and concentrate assessed the concentration factor ranged between 2 to 5 times when compared with the concentrations present in the feed water, and checked for MSP efficiency. The waste from chemical cleaning of the membrane filters were collected and sent to external laboratory analysis and the results of these analyzes indicate the parameters of compliance with CONAMA Resolution 430/2011 establishing criteria for the release of effluent in the water body and other parameters They do not have legislation in this resolution, so the Brazilian legislation for the launch of silent effluent. Keywords: industrial water; permeated; membrane separated technology; membrane technology.

O processo de osmose reversa produz um permeado com elevada pureza, pois a membrana é praticamente uma barreira absoluta para partículas sólidas, coloides, íons e orgânicos. No entanto, alguns parâmetros devem ser controlados para proteger a membrana de oxidações por cloro, incrustações por partículas metálicas, compostos orgânicos e por sais concentrados acima ou próximos da supersaturação. Este processo é consolidado em aplicações de dessalinização e desmineralização para geração de água de nobre, porém requer maior avanço conceitual e prático em tratamento de efluentes em função das características particulares em termos de contaminantes para cada tipo de efluente. A presença de sais de metais alcalinos terrosos pode formar inscrustação (scaling) por precipitados indesejados, tais como: sulfato de bário (BaSO4), sulfato de estrôncio (SrSO4), carbonato de estrôncio (SrCO3), carbonato de cálcio (CaCO3) e hidróxido de magnésio (Mg(OH)2), além de sílica (SiO2). Para redução do potencial de scaling, podem ser aplicados na água compostos anti-incrustantes, bem como soluções para ajuste de pH para dissolução de cristais de certos compostos incrustantes, porém estas aplicações são dependentes do estudo de impacto nos processos e equipamentos (JANG et al., 2002). Este estudo foi realizado com o efluente de uma refinaria no Brasil após ser tratado pela ETAC (Estação de tratamento de águas contaminadas). Este efluente foi submetido a um novo processo de remoção de sais dissolvidos baseado em sistema de osmose reversa integrado com precipitação. Foram também analisados os índices de saturação dos sais dissolvidos nas correntes de alimentação e de rejeito do sistema de osmose reversa, de modo a verificar a incrustação de sais nas membranas e dimensionar adequadamente a unidade sem a adição de anti-incrustantes. Também foi verificado o atendimento da qualidade da água de permeado do sistema de osmose reversa com os requisitos de qualidade de água recomendados pela ASME (American Society of Mechanical Engineers) para caldeiras a vapor. Neste estudo foi identificado que, mediante uma dosagem que eleve o pH da solução para o valor de 9,5 no precipitador, é possível precipitar 90% dois íons presentes e que em valores de pH maiores (maiores dosagens) essa eficiência de precipitação diminui. Nesta condição, o consumo de reagentes Na2CO3 e Na2SO4 foi de 3,23 mmol e para o MgCl2 foi de 0,16 mmol por litro de efluente bruto a ser tratado. O pré-tratamento de precipitação antes do sistema de osmose reversa pode reduzir a precipitação de sais superfície das membranas. Nas condições aplicadas neste estudo, foram atingidas as reduções de sais de barita em 96%,de sílica em 91,6% e complexos de apatita em 99,97%. Esta melhoria reflete diretamente na vida útil das membranas visto que a precipitação de barita e de sílica são os maiores complicadores de remoção nas membranas mesmo que seja realizada a limpeza química. Para avaliação do custo de investimento e de consumo de químicos, também foi desenvolvido um estudo de implantação de uma unidade de capacidade de tratamento de 150 m3/h. Esta vazão foi definida como referência com base no estudo de produção de efluentes pelas refinarias no Brasil. O custo de implantação e de operação foi aplicado na avaliação de três cenários distintos que poderiam haver a necessidade de implantação do sistema de reúso na refinaria, tais como: implantação em uma refinaria nova em local com baixa disponibilidade de água para captação ou com grande variação sazonal do aquífero, expansão da refinaria sem alterar as plantas com sistema de tratamento água e tratamento de água desmineralizada existentes e de expansão da refinaria com a possibilidade de implantação de novos sistemas de tratamento de água e tratamento de água desmineralizada. Os resultados apresentam que os cenários estudados foram favoráveis a iniciativa de implantar o sistema de reúso nas refinarias.<br>The reverse osmosis process produces a permeate with high purity because the membrane is almost an absolute barrier to solid particles, colloids, and organic ions. However, some parameters must be controlled to protect the membrane from oxidation by chlorine, inlays for metal particles, organic compounds and salts above concentrated or near supersaturation. This process is consolidated in desalination and demineralization applications for boiler water generation, but requires more conceptual and practical advances in wastewater treatment according to the particular characteristics in terms of contaminants for each type of wastewater. The presence of alkaline earth metal salts may form unwanted precipitates such as barium sulfate (BaSO4), strontium sulfate (SrSO4), strontium carbonate (SrCO3), calcium carbonate (CaCO3) and magnesium hydroxide (Mg(OH)2) and silica (SiO2). This phenomenon of fouling salts is also known as \"scaling\". To reduce the scaling potential is usual to apply anti-fouling compounds, as well as pH adjustment to dissolve crystals of certain fouling compounds, but these applications are dependent upon impact study on processes and equipment (Jang et al., 2002). This study was conducted with the wastewater of a refinery in Brazil after being treated by ETAC (Wastewater Treatment Plant). The wastewater was subjected to a new process for removal of dissolved salts based on reverse osmosis system integrated with precipitation. The saturation index of the dissolved salt was also analyzed in the feed and concentrate streams of the reverse osmosis system, in order to verify salts fouling the membranes and properly sizing the unit without the addition of antifoulants. It was also checked the water quality in the permeate of the reverse osmosis with the quality requirements of water recommended by the ASME (American Society of Mechanical Engineers) for steam boilers. In this study it was identified through a dose that raise the pH to a value of 9.5, that it is possible to precipitate 90% of the ions dissolved in the wastewater and at higher pH (higher doses) this precipitation efficiency decreases. In this condition, the consumption of reagents Na2CO3 and Na2SO4 was 3.23 mmol and MgCl2 was 0.16 mmol per liter of raw wastewater to be treated. The pre-treatment with precipitation before the reverse osmosis system can reduce the precipitation on the surface of the membranes of barite salts in 96%, 91.6% to silica, and for complex apatite mineral of 99.97%. This improvement directly reflects the life-time of the membranes since the precipitation of barite and silica are the most complicating particles to the membranes even if chemical cleaning is applied. To evaluate the cost of investment and consumption of chemicals, it has also developed a study of deployment of a unit treatment capacity of 150 m3/h. This flow was defined as a reference based on the study of production of wastewater by refineries in Brazil. The cost of deployment and operation was applied in the evaluation of three different scenarios that could be a need to reuse the water in the refinery, such as: implementation of a new refinery in location with low water availability for pickup or large variation seasonal aquifer, refinery expansion without changing the plants water treatment system, and demineralized water treatment and existing refinery expansion with the possibility of developing new water treatment systems and treatment of demineralized water. The results show that the scenarios studied were favorable to initiative of introducing the system of reuse in refineries.

O objetivo deste estudo foi analisar o desempenho de um sistema de captação e tratamento de água do rio Sarapuí, por meio de uma estação de tratamento composta por um sistema de pré-tratamento convencional, ligado a um sistema de separação por membranas de osmose inversa, no Município de Belford Roxo RJ, instalado para fornecer água de processo a instalações industriais. Foi verificado que a água captada encontra-se em condição bastante degradada e que a unidade de tratamento removeu, em média, 97% do teor dos poluentes presentes na água, enquadrando-a nos parâmetros requeridos pelo processo industrial. Foi possível comprovar que o processo de separação por osmose inversa pode ser utilizado em escala industrial, proporcionando ganhos econômicos consideráveis, além de evitar o consumo de água potável para fins de processos industriais e, ainda, contribuir para a retirada de carga orgânica de uma fonte degradada<br>The objective of this study was to analyze the performance of a system to capture and treat water from Sarapuí river through a treatment system consisting of a conventional pré-treatment stage, linked to a reverse osmosis separation system membranes, in the city of Belford Roxo - RJ, installed to provide process water for industrial plants. It was found that the water is captured in highly degraded condition and the treatment plant removed an average of 97% of the pollutants in the water, fitting the parameters required by the industrial process. It could be demonstrated that the separation process by reverse osmosis can be used on an industrial scale, providing significant economic gains, and avoid the consumption of potable water for industrial processes and also contribute to the removal of organic pollutants from a degraded source

The reuse of treated wastewater in irrigation is fundamental in the management of water resources. The aims of this study were the performance assessment of NF/RO processes for reclamation of MBR-treated wastewater, the concentrate recovery and permeate quality assessment for irrigation. Wastewater processed by MBRs in “ITOB” wastewater treatment plant, located in Izmir, Turkey, was used in NF/RO filtration tests in a pilot-scale plant containing BW30 (RO), NF90 (NF) and NF270 (NF) membranes. Experiments were conducted using single membrane modules (in batch mode and concentrate recirculation flow configuration) and with two membranes connected in series. MBR effluent and NF/RO permeate quality were compared with the standard values found in guidelines (FAO, WHO and USEPA) and regulations (Turkish and Italian regulations). Permeate flux was higher for NF270 membrane while the lowest was for BW30 membrane. Salt rejections of BW30 membrane were significantly higher than those obtained with NF270 membrane, while with NF90 membrane, permeate fluxes were slightly lower than those of NF270 membrane with salt rejections close to those of an RO membrane. With concentrate recirculation flow configuration, the concentrate recovery was increased by increasing the concentrate recirculation. However, the operation has to be stopped when the feed solution concentration can compromise the performances of the system and shorten the membrane life. In the system with two membranes in series, high water recovery was achieved. BW30-NF270 system showed higher permeate flux, however, its quality is comparable to this one of NF270 membranes. NF90 and BW30 permeates meet the standards for irrigation, and negative effects on soil permeability can be minimized by mixing them with low amounts of MBR effluent. NF270 permeates contain excessive amount of nitrogen, and NaCl. MBR effluent is not suitable for irrigation, due to excessive salinity, NaCl, TDS and nitrogen content.

The Master’s Thesis deals with the application of membrane technologies in the production of drinking water from the effluent of a municipal wastewater treatment plant (WWTP). There were two types of pressure-driven membrane processes selected – ultrafiltration and reverse osmosis, to achieve water production of the required quality. For the needs of the diploma thesis, an already existing pilot-scale membrane unit of the ASIO TECH Company l.t.d. was used. There were 44 physical, chemical and microbiological parameters observed to assess the quality of the produced water and also the input water (effluent from the WWTP). None of the afore mentioned parameters exceeded the limit values, more specifically the highest limit values issued by the Decree 70/2018 Coll. However, the produced water cannot be considered as drinking water because of its low mineralisation. Before its potential application in practise, it is therefore necessary to choose an appropriate method of remineralisation as well as to follow all the other legislative requirements for the drinking water, which have already been out of the scope within the Master’s Thesis.

The need for recovery and concentrate a Volatile Fatty Acids (VFAs) effluent resulting from a biological fermentation step, has aimed a feasibility study on pressure-driven membrane separation processing. A previous experimental campaign, carried out at LABIC-DICAM for the NoAW (No-Agricultural Waste) EU project, involving total recirculation and concentration trials on RO and NF modules, was the starting point for subsequent elaboration, modelling, simulation and preliminary design. The presented mass transfer-solution modelling allowed the estimation of both VFAs and Na+ real rejections for all investigated total recirculation trials. The modelling ability to assess the system’s osmotic pressure and polarization magnitude was successfully tested accounting for the validity of the osmotic-pressure model. Total recirculation trials calculated real rejections trends were interpolated using the Mason&Lonsdale and solution-diffusion transport models, providing a set of adjustable parameters. The interpolated RReal (Jv) curves were used in the simulation of the experimental concentration trials, proving our capability to fairly faithfully reproduce the experimental trends. The accomplishment encouraged the simulation of further concentration trials whose experimental evidence was not available. The simulations aimed at investigating the modules performances for different applied pressures with the final objective of identifying a few design best cases. Two possible process alternatives were proposed: pure RO process and an integrated process RO + NF. Subsequent comparison of the alternatives’ preliminary design best-cases showed the two to be competitive.

碩士<br>國立中興大學<br>環境工程學系所<br>96<br>As a result of the complicated process of the semiconductor industry, there are various types of wastewater and chemical pollution produced during the process. According to the elements and characters of the wastewater, we can divide them into two main groups: acid/alkali-containing wastewater and fluoride-containing wastewater. Very little of the hydrofluoric acid would dissipate during the etching process. Most of them would be drained out along with the cleaning water into the wastewater collecting system. The Effluent Standard on Fluoride (exclude Mixed Ionic) is 15.0 mg/1, announced on Sep. 3rd 2005 by Environmental Protection Administration Executive Yuan. Semiconductor process needs gallons of water; there would be lots of wastewater. In order to meet the standard, those factories start to use RO to retrieve the fluoride-containing wastewater. However, the results are not good enough. The condition and water quality of the Raw Water in this research are as listed：（1）Raw Water Temperature：25℃；（2）pH＝8.4；（3）Calcium ion Ca2+＝59.5 ppm as CaCO3；（4）Magnesium ion Mg2+＝4.14 ppm as CaCO3；（5）Conductivity＝356μS/cm；（6） Sulfate SO42-＝68.2 ppm；（7） Chloride Cl-＝6.75 ppm；（8） Fluoride F-＝5.77 ppm；（9） Nitrate NO3-＝1.79 ppm；（10）K-+ Na-＝20 ppm。 This research is based on the Taguchi Method to simulate the real factory condition and to improve the recycling efficiency in practice. The optimum operating condition would be: （1）MMF inflow = 42M3/hr；（2）NaOCl Amout ＝ 3 ppm；（3）NaOH Amout =10 ppm ；（4）RO inflow pH =11 ；（5）RO inflow Pressure = 8kg/cm2 .In this condition, we can maintain a better and stable wastewater recycling efficiency within 79.96% after the experimental simulation. Before having the optimum operating condition, the efficiency of the wastewater recycling would only be 64.15%. With the factors in this research, we continuously got 72.28% efficiency in average during one week, and even up more. Therefore we proved the operating condition is steadily and continuously effective.

Yes<br>Reverse osmosis system has been widely used for the separation of organic and non-organic pollutants present in wastewater. The main aim of this study is to develop a one dimensional steady state model based on the three-parameter Spiegler-Kedem methodology using the gPROMS software and validate it by assessing the performance of membrane rejection for the separation data of aqueous solutions of phenol under different concentrations and pressures. Considerations of the variance of pressure, flow rate, solute concentration, solvent and solute fluxes and mass transfer coefficient along the feed channel were included in the model. Furthermore, an optimization methodology for the gEST parameter estimation tool has been developed in the gPROMS and used with experimental data in order to estimate the best values of the separation membrane parameters and the friction parameter. The simulation results of this model have been corroborated by experimental data.

yes<br>Reverse osmosis (RO)is one of the most important technologies used in wastewater treatment plants due to high contaminant rejection and low utilization of energy in comparison to other treatment procedures. For single-component spiral-wound reverse osmosis membrane process, one dimensional steady state and dynamic mathematical models have been developed based on the solution-diffusion model coupled with the concentration polarization mechanism. The model has been validated against reported data for wastewater treatment from literature at steady state conditions. Detailed simulation using the dynamic model has been carried out in order to gain deeper insight of the process. The effect of feed flow rate, pressure, temperature and concentration of pollutants on the performance of the process measured in terms of salt rejection, recovery ratio and permeate flux has been investigated.<br>The full text will be available at the end of the publisher's embargo

Fresh water resources in many of the world's oil producing regions, such as western Texas, are scarce, while produced water from oil wells is plentiful, though unfit for most applications due to high salinity and other contamination. Disposing of this water is a great expense to oil producers. This research seeks to advance a technology developed to treat produced water by reverse osmosis and other means to render it suitable for agricultural or industrial use, while simultaneously reducing disposal costs. Pilot testing of the process thus far has demonstrated the technology's capability to produce good-quality water, but process optimization and control were yet to be fully addressed and are focuses of this work. Also, the use of renewable resources (wind and solar) are analyzed as potential power sources for the process, and an overview of reverse osmosis membrane fouling is presented. A computer model of the process was created using a dynamic simulator, Aspen Dynamics, to determine energy consumption of various process design alternatives, and to test control strategies. By preserving the mechanical energy of the concentrate stream of the reverse osmosis membrane, process energy requirements can be reduced several fold from that of the current configuration. Process control schemes utilizing basic feedback control methods with proportional-integral (PI) controllers are proposed, with the feasibility of the strategy for the most complex process design verified by successful dynamic simulation. A macro-driven spreadsheet was created to allow for quick and easy cost comparisons of renewable energy sources in a variety of locations. Using this tool, wind and solar costs were compared for cities in regions throughout Texas. The renewable energy resource showing the greatest potential was wind power, with the analysis showing that in windy regions such as the Texas Panhandle, wind-generated power costs are approximately equal to those generated with diesel fuel.

Water is becoming increasingly scarce as the demand for fresh water continues to rise. One potential new water resource is purified produced water. Produced water is generated during oil and gas production, and it is often contaminated with emulsified oil, high levels of salt, and particulate matter. Produced water purification using polymer membranes has been investigated, but its implementation is limited by membrane fouling. This study focused on the preparation and application of poly(ethylene glycol) (PEG) hydrogels as fouling-resistant coatings for commercial reverse osmosis (RO) membranes. To prepare fouling-resistant coatings for RO membranes, three series of copolymer hydrogel networks were synthesized using poly(ethylene glycol) diacrylate (PEGDA) as the crosslinker and acrylic acid (AA), 2-hydroxyethyl acrylate (HEA), or poly(ethylene glycol) acrylate (PEGA) as comonomers, and their transport properties were evaluated. The hydrogels have high water uptake and high water permeability, and crosslink density strongly influences water uptake and water permeability. For example, a 100 mol% PEGDA hydrogel contained 61% water by volume, but 80PEGA, which has essentially the same chemical composition but lower crosslink density, contained 72% water by volume. Hydrogel water permeability ranged from 10 to 26 (L [mu]m)/(m² hr bar) and correlates well with water uptake; high water uptake often leads to high water permeability. Additionally, the copolymers have hydrophilic surfaces with a low affinity for oil, based on contact angle measurements using n-decane in water. Commercial RO membranes (AG RO membrane from GE Water and Process Technologies) were coated with PEG hydrogels, and the desalination and fouling resistance properties of the coated membranes were tested. The water flux of coated membranes and a series-resistance model were used to estimate coating thickness; the coatings were approximately 2 [mu]m thick. NaCl rejection for both uncoated and coated membranes was 99.0% or greater. As determined by zeta potential measurements, both uncoated and coated RO membranes are negatively-charged, but coated membranes are less negatively-charged than uncoated RO membranes. Model oil/water emulsions, prepared with either a cationic or an anionic surfactant, were used to probe membrane fouling. In the absence of oil, surfactant charge, and therefore, electrostatic interactions play a significant role in membrane fouling. In the presence of DTAB, a cationic surfactant, the AG RO membrane water flux immediately dropped to 30% of its initial value, but in the presence of SDS, an anionic surfactant, its water flux gradually decreased to 74% of its initial value after 24 hours. However, in both cases, coated membranes exhibited less flux decline than uncoated membranes. Coated membranes also experienced little fouling in the presence of an n-decane/DTAB emulsion. After 24 hours, the water flux of a PEGDA-coated AG RO membrane was 73% of its initial value, while the water flux of an AG RO membrane fell to 26% of its initial value. Conversely, both coated and uncoated membranes fouled significantly in the presence of an n-decane/SDS emulsion, indicating that oil fouling is controlled both by electrostatic and hydrophobic interactions. Overall, this work provides answers to some of the fundamental questions posed regarding the viability of using modified membranes for produced water treatment.<br>text

碩士<br>國立臺灣大學<br>環境工程學研究所<br>98<br>The objective of the present study is to monitor the fouling of reverse osmosis (RO) membrane system in terms of economic analysis by optimization of pretreatment, operation flux rate and frequency of membrane cleaning, and also to achieve the RO permeate water quality to match the Singapore NEWater quality standards. Two types of membranes processes microfiltration (MF) and ultrafiltration (UF) were used for pretreatment before RO filtration at various operating fluxes. The performances of MF and UF processes were monitored in terms of flux recovery and the over all process pretreatment including RO filtration performance was monitored with energy consumption. The RO treatment with MF was carried out at initial operating fluxes of 10, 15 and 20 LMH with an intermittent chemical cleaning for every 6 hr. Results show that a good recovery of about 96 % normalized flux after chemical cleaning was achieved. The energy consumption calculations for only RO membrane filtration after the MF pretreatment at an initial flux of 10 LMH is 68.5 kWh/m3. In comparison the energy consumption for RO filtration after MF pretreatment at low operating flux (10 LMH) is 1.38 and 1.81 times lower than the energy consumptions at operating fluxes of 15 and 20 LMH respectively. In the case of RO system with UF, the pretreatment was carried out with initial operating fluxes of 10 and 20 LMH followed with an intermittent chemical cleaning for every 12 hr. Excellent recovery of 96-100 % was achieved. The energy consumption for only RO membrane filtration after the MF pretreatment at an initial flux of 10 LMH is calculated as 80.5 kWh/m3 and is 1.58 times lower than 20 LMH flux. The energy consumption comparison of whole process of RO filtration including MF and UF pretreatments by taking in to consideration of frequency of chemical cleaning shows that the process involving UF pretreatment results an energy consumption of 69 % with that of MF process. Further the RO permeate quality in terms of turbidity, NO3--N, NH4+-N, conductivity, total dissolved solids (TDS) and total organic carbon (TOC) matches with the Singapore NEWater quality standards, but the pH values of RO permeate was 4.82-7.41 that is lower than the standard values 7.0-8.5. In conclusion, from the energy consumption in achieving high quality standards of permeate, the RO system with a pretreatment of UF membrane is suggestible in the reclamation of water.

M. Tech., (Chemical Engineering, Department of Chemical Engineering, Faculty of Engineering and Technology Vaal University of Technology|<br>The methods used to remove potassium sulphate (K2S04) and other impurities contained within Karbochem finishing plant effluent were investigated. Reverse osmosis was explored for this application. The study was conducted in two steps. The first step focuses mainly on the effluent treatment using BW30 flatsheet as well as BW30-2540 spiral-wound reverse osmosis membranes for the rejection of potassium and sulphate ions. The membranes were supplied by Filmtec. The second step reveals the possible use of potassium sulphate obtained from the brine stream in the fertiliser and fertigation industry by a literature search. Reverse osmosis study was conducted on a laboratory scale unit using flat sheet membranes and also on a pilot plant scale using spiral wound membrane modules. The tests were conducted at a feed pressure of 20 bar(g) with the membrane rejections being 98% and 99.1% on flat sheet membrane, and 96.9% and 99.4% on spiral wound membrane for potassium and sulphates respectively. The results show that both membranes have completely desalinated. Significant reduction in the concentrations of all problematic quality parameters, especially of potassium and the sulphate ions was noted. Granular activated carbon (GAC) bed treatment was recommended for pretreatment of the effluent prior to exposure of the membrane to avoid organic fouling of the membrane. GAC treatment was tested to illustrate its effectiveness to adsorb the COD's.<br>NRF

A new method of sea water desalination, Centrifugal Reverse-Osmosis (CRO), is developed from concept to patented design and functional prototype of capacity 11,355 litres of fresh water per day. CRO is shown to have significant benefits relative to the leading existing desalination technology, conventional reverse-osmosis. These benefits include: lower energy consumption, reduced initial and replacement membrane costs, lower noise levels and improved reliability. CRO is projected to show increasing cost efficiency as plant capacity increases. For a relatively large CRO plant, 65lm³ fresh water per day, the total cost of desalinated water is projected to be 25.9% lower than the total cost of water produced by a conventional RO plant of equivalent capacity. The current patented design requires further development in order to realize this potential. Toward this end, a computational and experimental study of rotor windage losses and an experimental study of fluid flow losses through the rotor are conducted. In addition a new method for the analysis of stresses in a filament wound rotor shell under combined centrifugal and pressure loading is developed.<br>Graduate

No<br>In this work, a reverse osmosis (RO) desalination process operating under batch mode is considered experimentally. The effect of operating parameters, such as pressure and feed salinity on the permeate quantity and salinity is evaluated. In addition, the water permeability constant, Kw, which is one of the main parameters that affect the optimal design and operation of RO processes is evaluated as a function of changing feed salinity and pressure using the experimental data and two literature models. A strong pressure dependence of the water permeability constant is observed in line with earlier observations. Interestingly, a strong concentration dependence of the water permeability constant is also observed which has always been neglected or ignored in the literature. Finally, for a given pressure, concentration dependent correlations for Kw are developed and are used in the full process model (described by a system of ordinary differential and algebraic equations) for further simulation studies and to validate the experimental results.

yes<br>In this paper, a one-dimensional mathematical model based on coupled differential and algebraic equations has been developed for analysing the separation mechanism of a N-nitrosamine in a spiral-wound reverse osmosis process. The model is based on Spiegler and Kedem’s work on mass transport and Darcy’s law and concentration polarization to analyse the pressure drop and mass transfer coefficient in the module feed channel respectively. The model is built using the gPROMS software suite and validated using N-nitrosamine rejection experimental data from the literature, obtained by using a pilot-scale cross-flow reverse osmosis filtration system. Analysis results derived from the model corroborate experimental data.