Modeling of Filtration Processes—Microfiltration and Depth Filtration for Harvest of a Therapeutic Protein Expressed in Pichia Pastoris at Constant Pressure
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Electrocoagulation Pretreatment for Microfiltration: an Innovative Combination to Enhance Water Quality and Reduce Fouling in Integrated Membrane Systems
Desalination and Water Purification Research and Development Report No. 139 Electrocoagulation Pretreatment for Microfiltration: An Innovative Combination to Enhance Water Quality and Reduce Fouling in Integrated Membrane Systems University of Houston U.S. Department of the Interior Bureau of Reclamation Technical Service Center Denver, Colorado September 2007 Form Approved REPORT DOCUMENTATION PAGE OMB No. 0704-0188 The public reporting burden for this collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing the burden, to Department of Defense, Washington Headquarters Services, Directorate for Information Operations and Reports (0704-0188), 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302. Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. PLEASE DO NOT RETURN YOUR FORM TO THE ABOVE ADDRESS. 2. REPORT TYPE 1. REPORT DATE (DD-MM-YYYY) 3. DATES COVERED (From - To) Final September 2007 October 2005 – September 2007 4. TITLE AND SUBTITLE 5a. CONTRACT NUMBER Electrocoagulation Pretreatment for Microfiltration: An Innovative Combination Agreement No. 05-FC-81-1172 to Enhance Water Quality and Reduce Fouling in Integrated Membrane Systems 5b. GRANT NUMBER 5c. PROGRAM ELEMENT NUMBER 6. AUTHOR(S) 5d. PROJECT NUMBER Shankar Chellam, Principal Investigator Dennis A. -
Module 8: Overview of Advanced Wastewater Treatment Processes Edited 9/10/2013
Wastewater Treatment Plant Operator Certification Training Module 8: Overview of Advanced Wastewater Treatment Processes Edited 9/10/2013 This course includes content developed by the Pennsylvania Department of Environmental Protection (Pa. DEP) in cooperation with the following contractors, subcontractors, or grantees: The Pennsylvania State Association of Township Supervisors (PSATS) Gannett Fleming, Inc. Dering Consulting Group Penn State Harrisburg Environmental Training Center MODULE 8: OVERVIEW OF ADVANCED WASTEWATER TREATMENT PROCESSES Topical Outline Unit 1 – Odor Control I. Sources and Types of Odors A. Odor Generation B. Impacts of Odors C. Organic Vapors D. Inorganic Vapors E. Factors Affecting the Existence of Odors F. Odor Detection G. Managing Odor Complaints II. Solutions to Odor Problems A. The Odor Detective B. Chemical Treatment Alternatives for Wastewater Sources C. Treating Air Containing Odors D. An Ounce of Prevention – Good Housekeeping Unit 2 – Effluent Polishing I. Removing Solids from Secondary Effluents A. Why is additional treatment necessary? B. Alternatives for Effluent Polishing II. Chemical Precipitation A. Chemicals Used to Improve Settling B. Selecting the Right Chemical and Dosage C. Physical-Chemical Treatment Process Equipment Bureau of Safe Drinking Water, Department of Environmental Protection Wastewater Treatment Plant Operator Training i MODULE 8: OVERVIEW OF ADVANCED WASTEWATER TREATMENT PROCESSES III. Gravity Filtration A. Gravity Filtration Basics B. The Filtration Process C. The Backwash Process D. Gravity Filtration Alternatives E. Major Parts of a Gravity Filter F. Operational Considerations IV. Pressure Filtration A. Pressure Filtration Basics B. Major Parts of a Pressure Filter C. Operational Considerations V. Continuous Backwash, Upflow, Deep-Bed Granular Media Filtration A. Benefits of Continuous Backwash, Upflow, Deep-Bed Granular Media Filters B. -
Microfiltration of Cutting-Oil Emulsions Enhanced by Electrocoagulation
This article was downloaded by: [Faculty of Chemical Eng & Tech], [Krešimir Košutić] On: 30 April 2015, At: 03:13 Publisher: Taylor & Francis Informa Ltd Registered in England and Wales Registered Number: 1072954 Registered office: Mortimer House, 37-41 Mortimer Street, London W1T 3JH, UK Desalination and Water Treatment Publication details, including instructions for authors and subscription information: http://www.tandfonline.com/loi/tdwt20 Microfiltration of cutting-oil emulsions enhanced by electrocoagulation b a a b Janja Križan Milić , Emil Dražević , Krešimir Košutić & Marjana Simonič a Faculty of Chemical Engineering and Technology, Department of Physical Chemistry, University of Zagreb, Marulićev trg 19, HR-10000 Zagreb, Croatia, Tel. +385 1 459 7240 b Faculty of Chemistry and Chemical Engineering, Laboratory for Water Treatment, University of Maribor, Smetanova 17, SI-2000 Maribor, Slovenia Published online: 30 Apr 2015. Click for updates To cite this article: Janja Križan Milić, Emil Dražević, Krešimir Košutić & Marjana Simonič (2015): Microfiltration of cutting-oil emulsions enhanced by electrocoagulation, Desalination and Water Treatment, DOI: 10.1080/19443994.2015.1042067 To link to this article: http://dx.doi.org/10.1080/19443994.2015.1042067 PLEASE SCROLL DOWN FOR ARTICLE Taylor & Francis makes every effort to ensure the accuracy of all the information (the “Content”) contained in the publications on our platform. However, Taylor & Francis, our agents, and our licensors make no representations or warranties whatsoever as to the accuracy, completeness, or suitability for any purpose of the Content. Any opinions and views expressed in this publication are the opinions and views of the authors, and are not the views of or endorsed by Taylor & Francis. -
Monitoring Microfiltration Processes for Water Treatment Quantifying Nanoparticle Concentration and Size to Optimize Filtration Processes
APPLICATION NOTE Monitoring Microfiltration Processes for Water Treatment Quantifying Nanoparticle Concentration and Size to Optimize Filtration Processes PARTICLE Introduction CONCENTRATION With the increasing demands on water supplies and tighter regulations, much PARTICLE SIZE research is being done in to water treatment processes. Subjects of study include improving processes to allow treated water to be used in secondary applications, optimizing filtration processes to remove biological contaminants and reduce membrane fouling, monitoring filter breakthrough to minimize maintenance requirements or contamination, and verifying ability to remove the increasing load of nano-particulates in the waste water stream. Due to the massive quantities processed, even small improvements in process performance and efficiency have a large impact on resulting water quality and energy consumption. Numerous technologies exist for monitoring particle size and concentration in the micron size range, but Nanoparticle Tracking Analysis (NTA) is a unique technology that provides greater insight into the sub-micron size range that is so important to many of these advanced water treatment processes. Detecting and Counting Particles Both Dynamic Light Scattering (DLS) and NTA measure the Brownian motion of nanoparticles whose speed of motion, or diffusion coefficient (Dt), is related to particle size through the Stokes-Einstein equation. In NTA, laser light scatters from particles in suspension and a video camera captures the images of those particles moving under Brownian motion. By tracking and quantifying the particles’ diffusion, the particle diameter can be determined through the Stokes-Einstein equation. The direct view of the Malvern Instruments Worldwide Sales and service centres in over 65 countries www.malvern.com/contact ©2016 Malvern Instruments Limited APPLICATION NOTE sample also allows visual inspection of the sample for an additional qualitative confirmation. -
Mitigation of Membrane Fouling in Microfiltration
MITIGATION OF MEMBRANE FOULING IN MICROFILTRATION & ULTRAFILTRATION OF ACTIVATED SLUDGE EFFLUENT FOR WATER REUSE A thesis submitted in fulfilment of the requirement for the degree of Doctor of Philosophy (PhD) Sy Thuy Nguyen Bachelor of Engineering (Chemical), RMIT University, Melbourne School of Civil, Environmental & Chemical Engineering Department of Chemical Engineering RMIT University, Melbourne, Australia December 2012 i DECLARATION I hereby declare that: the work presented in this thesis is my own work except where due acknowledgement has been made; the work has not been submitted previously, in whole or in part, to qualify for any other academic award; the content of the thesis is the result of work which has been carried out since the official commencement date of the approved research program Signed by Sy T. Nguyen ii ACKNOWLEDGEMENTS Firstly, I would like to thank Prof. Felicity Roddick, my senior supervisor, for giving me the opportunity to do a PhD in water science and technology and her scientific input in every stage of this work. I am also grateful to Dr John Harris and Dr Linhua Fan, my co-supervisors, for their ponderable advice and positive criticisms. The Australian Research Council (ARC) and RMIT University are acknowledged for providing the funding and research facilities to make this project and thesis possible. I also wish to thank the staff of the School of Civil, Environmental and Chemical Engineering, the Department of Applied Physics and the Department of Applied Chemistry, RMIT University, for the valuable academic, administrative and technical assistance. Lastly, my parents are thanked for the encouragement and support I most needed during the time this research was carried out. -
New Paths in Filtration – Optimal Control Approaches Based on Continuum Models
Technische Universität München Wissenschaftszentrum Weihenstephan für Ernährung, Landnutzung und Umwelt Lehrstuhl für Systemverfahrenstechnik New Paths in Filtration – Optimal Control Approaches Based on Continuum Models Michael Kuhn Technische Universität München Wissenschaftszentrum Weihenstephan für Ernährung, Landnutzung und Umwelt Lehrstuhl für Systemverfahrenstechnik New Paths in Filtration – Optimal Control Approaches Based on Continuum Models Michael Kuhn Vollständiger Abdruck der von der Fakultät Wissenschaftszentrum Weihenstephan für Ernährung, Landnutzung und Umwelt der Technischen Universität München zur Erlangung des akademischen Grades eines Doktor-Ingenieurs (Dr.-Ing.) genehmigten Dissertation. Vorsitzende: Prof. Dr. Mirjana Minceva Prüfer der Dissertation: 1. Prof. Dr.-Ing. Heiko Briesen 2. Prof. Dr.-Ing. Sergiy Antonyuk, Technische Universität Kaiserslautern Die Dissertation wurde am 10.10.2017 bei der Technischen Universität München eingereicht und durch die Fakultät Wissenschaftszentrum Weihenstephan für Ernährung, Landnutzung und Umwelt am 06.02.2018 angenommen. Abstract This dissertation explores the use of optimal control methods in the field of filtration. All sim- ulation and optimization approaches are based on continuum models because this model type provides the required computational efficiency. Two case studies are considered in detail. First, the design of depth filters is optimized with respect to the spatial distribution of deposit within the filter and achievable filtration times. The control variable is the local filtration performance as described by the filter coefficient. For a simplified problem, an analytical optimal control solution is derived and the numerical algorithm is validated against this solution. Furthermore, a method to derive discrete filter layers from the continuous optimal control trajectories, as required for practical filter design, is presented. The second case study considers filter-aid filtration. -
Laboratory Filtration Product Guide
Laboratory filtration Product guide gelifesciences.com 1 Welcome to Whatman filtration by GE Healthcare Life Sciences Our reputation, based on a solid foundation of expertise, enables us to support how healthcare is researched and delivered. In laboratories across the globe, the Whatman™ name is synonymous with quality, reliability, and ease of use. Our instinct for simplification accelerates the rate of discovery, reduces costs and saves time. Our products have a reputation for working right the first time – every time, which is why they are specified for the most exacting applications across a wide range of industries for people around the globe. Basic analytical testing In the vast and disparate world of analytical chemistry, Whatman products are used for basic laboratory processes that range from simple clarification to solvent extraction. Products range from filter papers, thimbles and Benchkote™ benchtop protectors, to membrane filters and phase separator papers. Food and beverage Our filter papers are used to prepare food samples prior to a wide range of analyses. Our syringe filters prevent fatty or particulate laden samples from damaging valuable equipment. Our membranes are used to test for harmful bacteria. Pharmaceutical Whatman products enable pharmaceutical companies to increase productivity. Mini-UniPrep™ syringeless filters and vials reduce HPLC sample preparation time and consumables usage, and track-etched and Anopore™ membranes are also vital to extruding liposomes for encasing and targeting drugs. Environmental monitoring Whatman products are cited in EPA, ASTM and ISO protocols for environmental monitoring. Whether it is detecting suspended solids in water, measuring air for dangerous particulates, or supporting asbestos analysis to maintain healthy spaces there is a Whatman filter that is central to the test. -
Microfiltration Membranes for the Laboratory
Millipore offers a complete selection of filter holders to match any application. • Glass, stainless steel or plastic formats • Compatible with most chemicals ProductData Sheet Selection Guide • Diameters from 13 mm to 293 mm to suit a wide range of volumes Microfiltration Membranes for the • Visit www.millipore.com for more information on filter Laboratory holders and accessories www.millipore.com/offices Millipore, Durapore, Multiscreen, Ultrafree, Millex, Steriflip, Stericup are registered trademarks of Millipore Corporation The M mark, Advancing Life Sciences Together, Fluoropore, Mitex, Omnip- FSC Logo Here ore, Isopore, Express, Solvinert are trademarks of Millipore Corporation Lit. No. DS2194EN00 Rev. - 05/09 BS-GEN-09-01826 Printed in U.S.A. © 2009 Millipore Corporation, Billerica, MA 01821 U.S.A. All rights reserved. Millipore’s expert team of scientists understands the complexity of collection, separation and purification processes and supports your most difficult challenges in life science, environmental and industrial research. Choosing the proper membrane device Membrane Selection for Mobile Phase Preparation: Chemical Compatibility for your laboratory process is an SoLventS Diluent Buffers important first step in any successful MoBiLe PhaSe Sample Modifiers analysis. To help you identify the filtra- 10 mM 50 mM Membrane 2% Fomic 0.1% Phosphate 50 mM ammonium tion device best suited to your specific Material Meoh Water aCn iPa DMSo DMF acid tea Buffer ammonia 0.1% tFa acetate application we created a this handy PtFe Q Q Q Q Q Q Q Q Q Q Q Q membrane selection guide that will help PvDF Q Q Q Q Q Q Q Q Q Q Q Q you choose the Millipore® membrane PeS that will provide you with the highest Q Q Q Q Q N N Q Q Q Q N quality, consistent results from down- nYLon N Q Q N Q Q Q Q Q N Q Q stream analyses. -
REFERENCE GUIDE to Treatment Technologies for Mining-Influenced Water
REFERENCE GUIDE to Treatment Technologies for Mining-Influenced Water March 2014 U.S. Environmental Protection Agency Office of Superfund Remediation and Technology Innovation EPA 542-R-14-001 Contents Contents .......................................................................................................................................... 2 Acronyms and Abbreviations ......................................................................................................... 5 Notice and Disclaimer..................................................................................................................... 7 Introduction ..................................................................................................................................... 8 Methodology ................................................................................................................................... 9 Passive Technologies Technology: Anoxic Limestone Drains ........................................................................................ 11 Technology: Successive Alkalinity Producing Systems (SAPS).................................................. 16 Technology: Aluminator© ............................................................................................................ 19 Technology: Constructed Wetlands .............................................................................................. 23 Technology: Biochemical Reactors ............................................................................................. -
Membrane Filtration
Membrane Filtration A membrane is a thin layer of semi-permeable material that separates substances when a driving force is applied across the membrane. Membrane processes are increasingly used for removal of bacteria, microorganisms, particulates, and natural organic material, which can impart color, tastes, and odors to water and react with disinfectants to form disinfection byproducts. As advancements are made in membrane production and module design, capital and operating costs continue to decline. The membrane processes discussed here are microfiltration (MF), ultrafiltration (UF), nanofiltration (NF), and reverse osmosis (RO). MICROFILTRATION Microfiltration is loosely defined as a membrane separation process using membranes with a pore size of approximately 0.03 to 10 micronas (1 micron = 0.0001 millimeter), a molecular weight cut-off (MWCO) of greater than 1000,000 daltons and a relatively low feed water operating pressure of approximately 100 to 400 kPa (15 to 60psi) Materials removed by MF include sand, silt, clays, Giardia lamblia and Crypotosporidium cysts, algae, and some bacterial species. MF is not an absolute barrier to viruses. However, when used in combination with disinfection, MF appears to control these microorganisms in water. There is a growing emphasis on limiting the concentrations and number of chemicals that are applied during water treatment. By physically removing the pathogens, membrane filtration can significantly reduce chemical addition, such as chlorination. Another application for the technology is for removal of natural synthetic organic matter to reduce fouling potential. In its normal operation, MF removes little or no organic matter; however, when pretreatment is applied, increased removal of organic material can occur. -
8 Water Treatment for Contemporary Hemodialysis
8 WATER TREATMENT FOR CONTEMPORARY HEMODIALYSIS BERNARD J.M. CANAUD and CHARLES M. MION Rationale for water treatment in iiemodialysis 231 Water and dialysate distribution system 246 Water contaminants 232 Final filtration 246 Water treatment devices 234 Water treatment system maintenance and Activated carbon filters 234 hygiene of dialysis 247 Distillation 236 Disinfection 247 Softening 237 Filter and resin changes 247 Filtration 238 Biofilm synthesis and destruction 247 Ultrafiltration 239 Water treatment quality control 249 Reverse osmosis (RO) 239 Chemical purity 249 Deionization 240 Microbiological purity 250 Ultraviolet radiation treatment 242 Water standards for contemporary dialysis 250 Water treatment system concept 242 Conclusions 251 Water pre-treatment and purification systems 243 References 251 Water storage 245 RATIONALE FOR WATER TREATMENT IN has introduced new risks directly related to the quality HEMODIALYSIS and purity of water used in dialysis (8-11). Hemodialy sis using highly permeable membrane and ultrafiltration Maintenance hemodialysis is an accepted life support sys controller is responsible for backfiltration and/or backdif- tem ensuring long term survival of half a million end stage fusion from dialysate (12-17). On the one hand, such an renal failure patients worldwide. Hemodialysis patients unapparent convective transport phenomenon is capable are regularly exposed to 300-400 liters of hemodialy of transferring toxic and/or pyrogenic substances from sis fluids per week during dialysis. The quality of water dialysate to blood resulting in febrile reaction (18-21). used to dilute the concentrated dialysate fluid is important On the other hand, dialysate contaminants may contribute because of the nature of the contact between dialysate and to the activation of various protein systems, enzymes and the patient's blood. -
Is the Microfiltration Process Suitable As a Method of Removing
resources Article Is the Microfiltration Process Suitable as a Method of Removing Suspended Solids from Rainwater? Karolina Fitobór * and Bernard Quant Department of Water and Wastewater Technology, Faculty of Civil and Environmental Engineering, Gdansk University of Technology, 11/12 Narutowicza Street, 80-233 Gdansk, Poland; [email protected] * Correspondence: karfi[email protected]; Tel.: +485-834-71353 Abstract: Due to climate change and anthropogenic pressure, freshwater availability is declining in areas where it has not been noticeable so far. As a result, the demands for alternative sources of safe drinking water and effective methods of purification are growing. A solution worth considering is the treatment of rainwater by microfiltration. This study presents the results of selected analyses of rainwater runoff, collected from the roof surface of individual households equipped with the rainwater harvesting system. The method of rainwater management and research location (rural area) influenced the low content of suspended substances (TSS < 0.02 mg/L) and turbidity (< 4 NTU). Microfiltration allowed for the further removal of suspension particles with sizes larger than 0.45 µm and with efficiency greater than 60%. Granulometric analysis indicated that physical properties of suspended particles vary with the season and weather. During spring, particles with an average size of 500 µm predominated, while in autumn particles were much smaller (10 µm). However, Silt Density Index measurements confirmed that even a small amount of suspended solids can contribute to the fouling of membranes (SDI > 5). Therefore, rainwater cannot be purified by microfiltration without an appropriate pretreatment. Citation: Fitobór, K.; Quant, B. Is the Microfiltration Process Suitable as a Keywords: rainwater harvesting systems; rainwater management; circular economy; quality of Method of Removing Suspended runoff; TSS particles sizes; microfiltration; SDI test Solids from Rainwater? Resources 2021, 10, 21.