Membrane Technologies in Wastewater Treatment: a Review
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CHEMISTRY ASSIGNMENT CLASS VII CHAP 3, Part – II Elements , Compounds and Mixture ( Separation Techniques of Mixtures )
CHEMISTRY ASSIGNMENT CLASS VII CHAP 3, Part – II Elements , compounds and Mixture ( Separation Techniques of Mixtures ) Mixture can be separated into its constituent by various method. Seperation technique totally depend upon the nature of the constituent. Q1. Describe a method to separate solid to solid mixture . Ans . We can separate solid to solid mixture by using Solvent Method , when one of the component is soluble. In this method we use a appropriate solvent to dissolve one of the component of the mixture .After that we filter the solute .The soluble solute get filtered from the insoluble solid. The filtered solution can be further separated from the solvent by heating or keeping in the sun.In this way we can separate out the two mixture. Q2. Differentiate between Solute and Solvent. Ans Solute Solvent The solid that is dissolved or spread evenly in the The liquid in which solute is dissolved is called solvent is called Solute . solvent. e.g. In sugar syrup sugar is the solute. e.g. In sugar syrup water is the solvent Q3. Name the various method used to separate solid to liquid mixture. Ans. The solid to liquid mixtures can be separated by various method – i. Evaporation ii. Filtration iii. Distillation Q4. What do you mean by filtration ? Draw a well labelled diagram to show filtration. Give one example too. Ans. Filtration is the simplest method to separate mixture when it contain one insoluble solid component and a liquid component by using a filter paper. The clear liquid that passes through the filterpaper is called Filtrate . -
Reverse Osmosis and Nanofiltration, Second Edition
Reverse Osmosis and Nanofiltration AWWA MANUAL M46 Second Edition Science and Technology AWWA unites the entire water community by developing and distributing authoritative scientific and technological knowledge. Through its members, AWWA develops industry standards for products and processes that advance public health and safety. AWWA also provides quality improvement programs for water and wastewater utilities. Copyright © 2007 American Water Works Association. All Rights Reserved. Contents List of Figures, v List of Tables, ix Preface, xi Acknowledgments, xiii Chapter 1 Introduction . 1 Overview, 1 RO and NF Membrane Applications, 7 Membrane Materials and Configurations, 12 References, 18 Chapter 2 Process Design . 21 Source Water Supply, 21 Pretreatment, 26 Membrane Process Theory, 45 Rating RO and NF Elements, 51 Posttreatment, 59 References, 60 Chapter 3 Facility Design and Construction . 63 Raw Water Intake Facilities, 63 Discharge, 77 Suspended Solids and Silt Removal Facilities, 80 RO and NF Systems, 92 Hydraulic Turbochargers, 95 Posttreatment Systems, 101 Ancillary Equipment and Facilities, 107 Instrumentation and Control Systems, 110 Waste Stream Management Facilities, 116 Other Concentrate Management Alternatives, 135 Disposal Alternatives for Waste Pretreatment Filter Backwash Water, 138 General Treatment Plant Design Fundamentals, 139 Plant Site Location and Layout, 139 General Plant Layout Considerations, 139 Membrane System Layout Considerations, 140 Facility Construction and Equipment Installation, 144 General Guidelines for Equipment Installation, 144 Treatment Costs, 151 References, 162 iii Copyright © 2007 American Water Works Association. All Rights Reserved. Chapter 4 Operations and Maintenance . 165 Introduction, 165 Process Monitoring, 168 Biological Monitoring, 182 Chemical Cleaning, 183 Mechanical Integrity, 186 Instrumentation Calibration, 188 Safety, 190 Appendix A SI Equivalent Units Conversion Tables . -
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. -
Dynamic Modeling of Multi Stage Flash (MSF) Desalination Plant
Dynamic Modeling of Multi Stage Flash (MSF) Desalination Plant by Hala Faisal Al-Fulaij Department of Chemical Engineering University College London Supervisors: Professor David Bogle Thesis submitted for the degree of Doctor of Philosophy (Ph.D.) at University College London (UCL) July 2011 I, Hala Faisal Al-Fulaij, confirm that the work presented in this thesis is my own. Where information has been derived from other sources, I confirm that this has been indicated in the thesis. Hala F. Al-Fulaij Acknowledgments i Acknowledgments This Ph.D. was carried out between March 2007 and January 2011 at the Chemical Engineering department, University College London (UCL). This work was supervised by Professor David Bogle (UCL) and Professor Hisham Ettouney (Kuwait University). I take this opportunity to thank both of my supervisors for general guidance throughout the project and their great help, support and insight. I also thank Professor Giorgio Micale and Doctor Andrea Cipollina from University of Palermo who expended their time and made significant contribution to my knowledge especially in the computer tools field. Also, I am grateful for the love and support of my family, especially my mother, father, husband and sisters. Their patience and encouragement have given me the strength to complete my thesis study. Finally I would like to dedicate this thesis to my lovely children (Rayan, Maryam, AbdulWahab and Najat) hoping them the most of health, success, and happiness. Abstract ii Abstract The world population is increasing at a very rapid rate while the natural water resources remain constant. During the past decades industrial desalination (reverse osmosis (RO) and multistage flash desalination (MSF)) became a viable, economical, and sustainable source of fresh water throughout the world. -
Experiment 2 — Distillation and Gas Chromatography
Chem 21 Fall 2009 Experiment 2 — Distillation and Gas Chromatography _____________________________________________________________________________ Pre-lab preparation (1) Read the supplemental material on distillation theory and techniques from Zubrick, The Organic Chem Lab Survival Manual, and the section on Gas Chromatography from Fessenden, Fessenden, and Feist, Organic Laboratory Techniques, then read this handout carefully. (2) In your notebook, write a short paragraph summarizing what you will be doing in this experiment and what you hope to learn about the efficiencies of the distillation techniques. (3) Sketch the apparatus for the simple and fractional distillations. Your set-up will look much like that shown on p 198 of Zubrick, except that yours will have a simple drip tip in place of the more standard vacuum adaptor. (4) Look up the structures and relevant physical data for the two compounds you will be using. What data are relevant? Read the procedure, think about the data analysis, and decide what you need. (5) Since you have the necessary data, calculate the log of the volatility factor (log α) that you will need for the theoretical plate calculation. Distillation has been used since antiquity to separate the components of mixtures. In one form or another, distillation is used in the manufacture of perfumes, flavorings, liquors, and a variety of other organic chemicals. One of its most important modern applications is in refining crude oil to make fuels, lubricants, and other petrochemicals. The first step in the refining process is separation of crude petroleum into various hydrocarbon fractions by distillation through huge fractionating columns, called distillation towers, that are hundreds of feet high. -
Industrial Experiment on Electrodialized Separation of Highly Concentrated Multicomponent Technological Solutions at Thermal Power Plants
E3S Web of Conferences 124, 01029 (2019) https://doi.org/10.1051/e3sconf/201912401029 SES-2019 Industrial experiment on electrodialized separation of highly concentrated multicomponent technological solutions at thermal power plants A. A. Filimonova1, N. D. Chichirova1, A. A. Chichirov1,*, and A. I. Minibaev1 1 Kazan State Power Engineering University, Kazan, Russia Abstract. The main sources of highly concentrated multicomponent technological solutions at thermal power plants (TPPs) are water treatment plants. Analysis of operation of the ion-exchange water treatment plant at the Nizhnekamsk Thermal Power Plant-1 showed that half of alkali supplied to regeneration of the anion-exchange alkali filters is not used, but is discharged for neutralization and then to wastewater. Due to the fact that the cost of alkali used in technological processes is quite high, it is economically feasible to process the alkaline waste with the alkali extraction and its reuse in the production cycle. The article presents the experimental results on the electro-membrane separation of alkaline waste regeneration solutions and wash water after anion-exchange filter regeneration. The revealed differences in the selectivity of various ion transfer through the electrodialysis apparatus membranes, depending on time and amount of transmitted electricity, allowed us to establish the possibility of obtaining an alkaline solution purified from impurities. 1 Introduction biotechnology, pharmaceuticals, water treatment at power plants, wastewater treatment [12–16]. Thermal power plants (TPPs) in Russia use The main advantage of electrochemical, and electrochemical methods of water treatment in a small especially electro-membrane methods, is that chemical volume and only as additional methods of water reactions and transformations are conducted using purification [1–4]. -
Sedimentation and Clarification Sedimentation Is the Next Step in Conventional Filtration Plants
Sedimentation and Clarification Sedimentation is the next step in conventional filtration plants. (Direct filtration plants omit this step.) The purpose of sedimentation is to enhance the filtration process by removing particulates. Sedimentation is the process by which suspended particles are removed from the water by means of gravity or separation. In the sedimentation process, the water passes through a relatively quiet and still basin. In these conditions, the floc particles settle to the bottom of the basin, while “clear” water passes out of the basin over an effluent baffle or weir. Figure 7-5 illustrates a typical rectangular sedimentation basin. The solids collect on the basin bottom and are removed by a mechanical “sludge collection” device. As shown in Figure 7-6, the sludge collection device scrapes the solids (sludge) to a collection point within the basin from which it is pumped to disposal or to a sludge treatment process. Sedimentation involves one or more basins, called “clarifiers.” Clarifiers are relatively large open tanks that are either circular or rectangular in shape. In properly designed clarifiers, the velocity of the water is reduced so that gravity is the predominant force acting on the water/solids suspension. The key factor in this process is speed. The rate at which a floc particle drops out of the water has to be faster than the rate at which the water flows from the tank’s inlet or slow mix end to its outlet or filtration end. The difference in specific gravity between the water and the particles causes the particles to settle to the bottom of the basin. -
Cellular Transport Notes About Cell Membranes
Cellular Transport Notes @ 2011 Center for Pre-College Programs, New Jersey Institute of Technology, Newark, New Jersey About Cell Membranes • All cells have a cell membrane • Functions: – Controls what enters and exits the cell to maintain an internal balance called homeostasis TEM picture of a – Provides protection and real cell membrane. support for the cell @ 2011 Center for Pre-College Programs, New Jersey Institute of Technology, Newark, New Jersey 1 About Cell Membranes (continued) 1.Structure of cell membrane Lipid Bilayer -2 layers of phospholipids • Phosphate head is polar (water loving) Phospholipid • Fatty acid tails non-polar (water fearing) • Proteins embedded in membrane Lipid Bilayer @ 2011 Center for Pre-College Programs, New Jersey Institute of Technology, Newark, New Jersey Polar heads Fluid Mosaic love water Model of the & dissolve. cell membrane Non-polar tails hide from water. Carbohydrate cell markers Proteins @ 2011 Center for Pre-College Programs, New Jersey Institute of Technology, Newark, New Jersey 2 About Cell Membranes (continued) • 4. Cell membranes have pores (holes) in it • Selectively permeable: Allows some molecules in and keeps other molecules out • The structure helps it be selective! Pores @ 2011 Center for Pre-College Programs, New Jersey Institute of Technology, Newark, New Jersey Structure of the Cell Membrane Outside of cell Carbohydrate Proteins chains Lipid Bilayer Transport Protein Phospholipids Inside of cell (cytoplasm) @ 2011 Center for Pre-College Programs, New Jersey Institute of Technology, Newark, New Jersey 3 Types of Cellular Transport • Passive Transport celldoesn’tuseenergy 1. Diffusion 2. Facilitated Diffusion 3. Osmosis • Active Transport cell does use energy 1. -
Crystallization of Oxytetracycline from Fermentation Waste Liquor: Influence of Biopolymer Impurities
Journal of Colloid and Interface Science 279 (2004) 100–108 www.elsevier.com/locate/jcis Crystallization of oxytetracycline from fermentation waste liquor: influence of biopolymer impurities Shi-zhong Li a,1, Xiao-yan Li a,∗, Dianzuo Wang b a Environmental Engineering Research Centre, Department of Civil Engineering, The University of Hong Kong, Hong Kong, China b Chinese Academy of Engineering, Beijing 100038, China Received 28 January 2004; accepted 17 June 2004 Available online 29 July 2004 Abstract Organic impurities in the fermentation broth of antibiotic production impose great difficulties in the crystallization and recovery of antibi- otics from the concentrated waste liquor. In the present laboratory study, the inhibitory effect of biopolymers on antibiotic crystallization was investigated using oxytetracycline (OTC) as the model antibiotic. Organic impurities separated from actual OTC fermentation waste liquor by ultrafiltration were dosed into a pure OTC solution at various concentrations. The results demonstrated that small organic molecules with an apparent molecular weight (AMW) of below 10,000 Da did not affect OTC crystallization significantly. However, large biopolymers, especially polysaccharides, in the fermentation waste caused severe retardation of crystal growth and considerable deterioration in the pu- rity of the OTC crystallized. Atomic force microscopy (AFM) revealed that OTC nuclei formed in the solution attached to the surfaces of large organic molecules, probably polysaccharides, instead of being surrounded by proteins as previously thought. It is proposed that the attachment of OTC nuclei to biopolymers would prevent OTC from rapid crystallization, resulting in a high OTC residue in the aqueous phase. In addition, the adsorption of OTC clusters onto biopolymers would destabilize the colloidal system of organic macromolecules and promote particle flocculation. -
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. -
Particle Separation and Fractionation by Microfiltration
Particle separation and fractionation by microfiltration Promotor: Prof. Dr. Ir. R.M. Boom Hoogleraar Levensmiddelenproceskunde, Wageningen Universiteit Copromotoren: Dr. Ir. C.G.P.H. Schro¨en Universitair docent, sectie Proceskunde, Wageningen Universiteit Dr. Ir. R.G.M. van der Sman Universitair docent, sectie Proceskunde, Wageningen Universiteit Promotiecommissie: Prof. Dr. Ir. J.A.M. Kuipers Universiteit Twente Prof. Dr. Ir. M. Wessling Universiteit Twente Dr. Ir. A. van der Padt Royal Friesland Foods Prof. Dr. M.A. Cohen Stuart Wageningen Universiteit Janneke Kromkamp Particle separation and fractionation by microfiltration Scheiding en fractionering van deeltjes middels microfiltratie Proefschrift Ter verkrijging van de graad van doctor op gezag van de rector magnificus van Wageningen Universiteit, Prof.dr. M.J. Kropff, in het openbaar te verdedigen op dinsdag 6 september 2005 des namiddags te vier uur in de Aula. Particle separation and fractionation by microfiltration Janneke Kromkamp Thesis Wageningen University, The Netherlands, 2005 - with Dutch summary ISBN: 90-8504-239-9 Contents 1 Introduction 1 1.1 Membrane filtration 2 1.2 Microfiltration 2 1.3 Mass transport 5 1.4 Shear-induced diffusion 7 1.5 Research aim and outline 9 2 Lattice Boltzmann simulation of 2D and 3D non-Brownian suspensions in Couette flow 13 2.1 Introduction 14 2.2 Computer simulation method 15 2.2.1 Simulation of the fluid 15 2.2.2 Fluid-particle interactions 17 2.2.3 Accuracy of particle representation and particle-particle interactions 18 2.3 Single and pair particles -
Mass Transfer Phenomena During Electrodialysis of Multivalent Ions: Chemical Equilibria and Overlimiting Currents
applied sciences Article Mass Transfer Phenomena during Electrodialysis of Multivalent Ions: Chemical Equilibria and Overlimiting Currents Manuel César Martí-Calatayud * , Montserrat García-Gabaldón and Valentín Pérez-Herranz * IEC Group, Departament d’Enginyeria Quimica i Nuclear, Universitat Politècnica de València, Camí de Vera s/n, 46022 València, Spain; [email protected] * Correspondence: [email protected] (M.C.M.-C.); [email protected] (V.P.-H.); Tel.: +34-96-3877632 (V.P.-H.) Received: 26 July 2018; Accepted: 3 September 2018; Published: 6 September 2018 Featured Application: Selective ion transport through polymer electrolytes is crucial for environmental applications, especially in deionization of water for drinking and irrigation purposes and in effluents’ treatment. Ion transport through permselective membranes is relevant in emerging energy applications as well. Abstract: Electrodialysis is utilized for the deionization of saline streams, usually formed by strong electrolytes. Recently, interest in new applications involving the transport of weak electrolytes through ion-exchange membranes has increased. Clear examples of such applications are the recovery of valuable metal ions from industrial effluents, such as electronic wastes or mining industries. Weak electrolytes give rise to a variety of ions with different valence, charge sign and transport properties. Moreover, development of concentration polarization under the application of an electric field promotes changes in the chemical equilibrium, thus making more complex understanding of mass transfer phenomena in such systems. This investigation presents a set of experiments conducted with salts of multivalent metals with the aim to provide better understanding on the involved mass transfer phenomena. Chronopotentiometric experiments and current-voltage characteristics confirm that shifts in chemical equilibria can take place simultaneous to the activation of overlimiting mass transfer mechanisms, that is, electroconvection and water dissociation.