Ion Exchange for Dummies
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Making Decisions About Water and Wastewater for Aqueous Operation
Making Decisions about Water and Wastewater for Aqueous Operation John F. Russo Chapter 2.17 Handbook for Critical Cleaning Editor-in-Chief Barbara Kanegsberg Reprinted with permission from CRC Press www.crcpress.com INTRODUCTION..................................................................................................................................3 TYPICAL CLEANING SYSTEM............................................................................................................3 OPERATIONAL SITUATIONS OF TYPICAL USER ...............................................................................4 Determining the Water Purity Requirements .........................................................................................4 Undissolved Contaminants............................................................................................................4 Dissolved Contaminants...............................................................................................................4 Undissolved and Dissolved Contaminants........................................................................................5 Other Conditions...........................................................................................................................5 Determining the Wastewater Volume Produced .....................................................................................6 Source Water Trea tment .....................................................................................................................6 No -
Ion Exchange and Disposal Issues Associated with the Brine Waste Stream
FWRJ Ion Exchange and Disposal Issues Associated With the Brine Waste Stream Julie Karleskint, Daniel Schmidt, Robert Anderson, Jayson Page, and A.J. Berndt he City of Arcadia recently completed from the local water supply authority, it was Julie Karleskint, P.E., is a senior construction of a new 1.5-mil-gal-per- determined that ion exchange would be the associate with Hazen and Sawyer in Tday (mgd) water treatment plant most cost-effective option for construction. A Sarasota. Daniel Schmidt, P.E., is a (WTP) using ion exchange technology to re- reduction in capacity was also provided since senior associate with Hazen and Sawyer place its 3-mgd lime softening WTP. The lime the City’s water supply source, groundwater in Tampa. Robert Anderson, P.E., is a plant had reached the end of its serviceable life from the intermediate aquifer, was limited senior associate with Hazen and Sawyer and the treatment of groundwater for the re- based on current pumping limitations and in Orlando. Jayson Page, P.E., is a moval of radionuclides, hardness, sulfides, or- permitted capacity. senior associate with Hazen and Sawyer ganic carbon, and fluoride was desired in The groundwater is supplied from six order to provide safe drinking water to the wells, approximately 350 ft deep and located in Coral Gables. A.J. Berndt is the utility community. After evaluating several treatment within a 1-mi radius of the plant. A summary director for the City of Arcadia. technologies, including lime treatment, of the water quality from the wellfield is shown nanofiltration, ion exchange, and purchases in Table 1. -
Review of the Ion Exchange Filtration Process and Materials Used August 4, 2020
National Organic Standards Board Handli ng Subcommittee Proposal Review of the Ion Exchange Filtration Process and Materials Used August 4, 2020 Background: In an August 27, 2019, memo the National Organic Program requested the NOSB provide recommendations related to the process of ion exchange filtration in the handling of organic products. It has become clear that there is inconsistency between certifiers in how they approve or disapprove this type of process. Some certifiers require only the solutions that are used to recharge the ion exchange membranes be on the National List at § 205.605. Others require that all materials, including ion exchange membranes and resins be on the National List. The National Organic Program provided clarification to certifying agents in an email sent on May 7, 2019, that nonagricultural substances used in the ion-exchange process must be present on the National List. This would include, but is not limited to, resins, membranes and recharge materials. Originally, the NOP asked all operations to come into compliance with the statement above by May 1, 2020. However, in response to requests for clarification of NOP’s rationale, as well as requests to extend the timeline for implementation, the NOP delayed the implementation date in order to gather more information and requested that NOSB review the issue. Manufacturers and certifiers who wish to continue allowance of the ion exchange process disagree with some of the findings of the NOP on this complex issue. The different opinions of the need for resins, recharge materials and membranes to be present on the National List, as well as how they interact with each other and the liquid run through the process, is complicated and the NOP therefore asked the NOSB to take on this issue. -
Ozone Questions and Answers
FRom THE WORLd’s #1 IN-flooR CLEANING SYSTEMS CompANY OZONE QUESTIONS AND ANSWERS WHY OZONATE MY POOL OR SPA? ANSWER: Pool owners who are concerned about the harmful effects of chlorine will be interested in reducing chlorine levels in the water. In particular, pools with chlorine-only systems can be harmful as the skin’s pores open up and ingest chlorine into the body. In some cases competitive swimmers will refuse to swim in a chlorine-only pool, and Olympic pools are generally ozonated for this reason. WHAT IS OZONE? ANSWER: Ozone is active oxygen, O3. Ozone occurs naturally in the earth’s atmosphere to protect us from the sun’s harmful rays. As single oxygen atoms are very unstable, they travel around in pairs which are written scientifically as O2. Ozone is made up of three oxygen atoms written as O3. When activated, it is called Triatomic Oxygen. HOW DOES OZONE WORK? ANSWER: Ozone is up to 50 times more powerful at killing bacteria and viruses than traditional pool chemicals and up to 3000 times faster. Ozone is faster than chlorine at killing bacteria because chlorine needs to diffuse through the cell wall and disrupt the bacteria’s metabolism. Ozone, however ruptures the cell wall from the outside causing the cell’s contents to fall apart. This process is known as “cellular lyses”. This process takes place in about 2 seconds. With ozone, after the destruction of the cell all that is left are carbon dioxide, cell debris and water. Once this process is complete ozone reverts back to oxygen O2; which makes ClearO3 a very eco-friendly product. -
Leachate Generated by an Oil - and - Gas
ISSN: 0078-1576 ~ ~ o ~ ~ o ::r: f a:: o z z Leachate Generated by an Oil - and - Gas UJ ~ Brine Pond Site in North Dakota (/) 0.. zl" 0.0o· by LLJz ~~ Edwa rd C. Mu rphy a:: "1: Alan E. Kehew !Xl Cll (/) Gerald H. Groenewold (/)111 William A. Beal ~:J <':>0 I CIl QC: z~ «CIl I 0 -Jill O::e z> «~ >-; !Xl(/) Q UJ~ ~" «~ a::w2 Zt:) LLJ <.:>~ UJ~ ~/11 «0 ::r: U L.... f«L. LLJO -Jz III L. ell ..c MISCELLANEOUS SERIES 71 +'"o NORTH DAKOTAGEOLOGICALSURVEY 1J Sidney B. Anderson, c Acting State Geologist /11 1988 Reprinted from the January-February 1988, Volume 26, Number 1 issue of Ground Water Leachate Generated by an Oil-and-Gas Brine Pond Site in North Dakota by Edward C. Murphya, Alan E. Kehewb, Gerald H. Groenewoldc , and William A. Beal d ABSTRACT INTRODUCTION Two unlined ponds were used for holding and Brines typically are produced along with evaporation of brines produced with oil and gas at a well crude oil at oil-well sites. These brines are recog site in north-centra! North Dakota. The brine-evaporation nized as the major source of potential environ ponds were in use from 1959 up to the late 1970s when mental contamination associated with oil produc they were backfilled and leveled. Continued salt-water migration at this site since closure has decreased crop yields tion (Knox and Canter, 1980). The issue of how to in surrounding fields and has killed trees in a shelterbel t properly dispose of oil-field brines has been con within an area of approximately 10 acres. -
Reverse Osmosis As a Pretreatment of Ion Exchange Equipment at PSE
Copyright Warning & Restrictions The copyright law of the United States (Title 17, United States Code) governs the making of photocopies or other reproductions of copyrighted material. Under certain conditions specified in the law, libraries and archives are authorized to furnish a photocopy or other reproduction. One of these specified conditions is that the photocopy or reproduction is not to be “used for any purpose other than private study, scholarship, or research.” If a, user makes a request for, or later uses, a photocopy or reproduction for purposes in excess of “fair use” that user may be liable for copyright infringement, This institution reserves the right to refuse to accept a copying order if, in its judgment, fulfillment of the order would involve violation of copyright law. Please Note: The author retains the copyright while the New Jersey Institute of Technology reserves the right to distribute this thesis or dissertation Printing note: If you do not wish to print this page, then select “Pages from: first page # to: last page #” on the print dialog screen The Van Houten library has removed some of the personal information and all signatures from the approval page and biographical sketches of theses and dissertations in order to protect the identity of NJIT graduates and faculty. ABSTRACT REVERSE OSMOSIS AS A PRETREATMENT FOR ION EXCHANGE AT PSE&G'S HUDSON GENERATING STATION by Steven Leon Public Service Electric and Gas Company's Hudson Generating Station has historically had problems providing sufficient high quality water for its two once through, supercritical design boilers. The station requires over 60 million gallons annually to compensate for system losses. -
Multidisciplinary Design Project Engineering Dictionary Version 0.0.2
Multidisciplinary Design Project Engineering Dictionary Version 0.0.2 February 15, 2006 . DRAFT Cambridge-MIT Institute Multidisciplinary Design Project This Dictionary/Glossary of Engineering terms has been compiled to compliment the work developed as part of the Multi-disciplinary Design Project (MDP), which is a programme to develop teaching material and kits to aid the running of mechtronics projects in Universities and Schools. The project is being carried out with support from the Cambridge-MIT Institute undergraduate teaching programe. For more information about the project please visit the MDP website at http://www-mdp.eng.cam.ac.uk or contact Dr. Peter Long Prof. Alex Slocum Cambridge University Engineering Department Massachusetts Institute of Technology Trumpington Street, 77 Massachusetts Ave. Cambridge. Cambridge MA 02139-4307 CB2 1PZ. USA e-mail: [email protected] e-mail: [email protected] tel: +44 (0) 1223 332779 tel: +1 617 253 0012 For information about the CMI initiative please see Cambridge-MIT Institute website :- http://www.cambridge-mit.org CMI CMI, University of Cambridge Massachusetts Institute of Technology 10 Miller’s Yard, 77 Massachusetts Ave. Mill Lane, Cambridge MA 02139-4307 Cambridge. CB2 1RQ. USA tel: +44 (0) 1223 327207 tel. +1 617 253 7732 fax: +44 (0) 1223 765891 fax. +1 617 258 8539 . DRAFT 2 CMI-MDP Programme 1 Introduction This dictionary/glossary has not been developed as a definative work but as a useful reference book for engi- neering students to search when looking for the meaning of a word/phrase. It has been compiled from a number of existing glossaries together with a number of local additions. -
Appendix A: Distillation and Reverse Osmosis Brine NOD, Phase I
This document is part of Appendix A and includes Distillation and Reverse Osmosis Brine: Nature of Discharge for the “Phase I Final Rule and Technical Development Document of Uniform National Discharge Standards (UNDS),” published in April 1999. The reference number is EPA-842-R-99-001. Phase I Final Rule and Technical Development Document of Uniform National Discharge Standards (UNDS) Distillation and Reverse Osmosis Brine: Nature of Discharge April 1999 NATURE OF DISCHARGE REPORT Distillation and Reverse Osmosis Brine 1.0 INTRODUCTION The National Defense Authorization Act of 1996 amended Section 312 of the Federal Water Pollution Control Act (also known as the Clean Water Act (CWA)) to require that the Secretary of Defense and the Administrator of the Environmental Protection Agency (EPA) develop uniform national discharge standards (UNDS) for vessels of the Armed Forces for “...discharges, other than sewage, incidental to normal operation of a vessel of the Armed Forces, ...” [Section 312(n)(1)]. UNDS is being developed in three phases. The first phase (which this report supports), will determine which discharges will be required to be controlled by marine pollution control devices (MPCDs)—either equipment or management practices. The second phase will develop MPCD performance standards. The final phase will determine the design, construction, installation, and use of MPCDs. A nature of discharge (NOD) report has been prepared for each of the discharges that has been identified as a candidate for regulation under UNDS. The NOD reports were developed based on information obtained from the technical community within the Navy and other branches of the Armed Forces with vessels potentially subject to UNDS, from information available in existing technical reports and documentation, and, when required, from data obtained from discharge samples that were collected under the UNDS program. -
Hydraulics Manual Glossary G - 3
Glossary G - 1 GLOSSARY OF HIGHWAY-RELATED DRAINAGE TERMS (Reprinted from the 1999 edition of the American Association of State Highway and Transportation Officials Model Drainage Manual) G.1 Introduction This Glossary is divided into three parts: · Introduction, · Glossary, and · References. It is not intended that all the terms in this Glossary be rigorously accurate or complete. Realistically, this is impossible. Depending on the circumstance, a particular term may have several meanings; this can never change. The primary purpose of this Glossary is to define the terms found in the Highway Drainage Guidelines and Model Drainage Manual in a manner that makes them easier to interpret and understand. A lesser purpose is to provide a compendium of terms that will be useful for both the novice as well as the more experienced hydraulics engineer. This Glossary may also help those who are unfamiliar with highway drainage design to become more understanding and appreciative of this complex science as well as facilitate communication between the highway hydraulics engineer and others. Where readily available, the source of a definition has been referenced. For clarity or format purposes, cited definitions may have some additional verbiage contained in double brackets [ ]. Conversely, three “dots” (...) are used to indicate where some parts of a cited definition were eliminated. Also, as might be expected, different sources were found to use different hyphenation and terminology practices for the same words. Insignificant changes in this regard were made to some cited references and elsewhere to gain uniformity for the terms contained in this Glossary: as an example, “groundwater” vice “ground-water” or “ground water,” and “cross section area” vice “cross-sectional area.” Cited definitions were taken primarily from two sources: W.B. -
Molten Salt Chemistry Workshop
The cover depicts the chemical and physical complexity of the various species and interfaces within a molten salt reactor. To advance new approaches to molten salt technology development, it is necessary to understand and predict the chemical and physical properties of molten salts under extreme environments; understand their ability to coordinate fissile materials, fertile materials, and fission products; and understand their interfacial reactions with the reactor materials. Modern x-ray and neutron scattering tools and spectroscopy and electrochemical methods can be coupled with advanced computational modeling tools using high performance computing to provide new insights and predictive understanding of the structure, dynamics, and properties of molten salts over a broad range of length and time scales needed for phenomenological understanding. The actual image is a snapshot from an ab initio molecular dynamics simulation of graphene- organic electrolyte interactions. Image courtesy of Bobby G. Sumpter of ORNL. Molten Salt Chemistry Workshop Report for the US Department of Energy, Office of Nuclear Energy Workshop Molten Salt Chemistry Workshop Technology and Applied R&D Needs for Molten Salt Chemistry April 10–12, 2017 Oak Ridge National Laboratory Co-chairs: David F. Williams, Oak Ridge National Laboratory Phillip F. Britt, Oak Ridge National Laboratory Working Group Co-chairs Working Group 1: Physical Chemistry and Salt Properties Alexa Navrotsky, University of California–Davis Mark Williamson, Argonne National Laboratory Working -
Oesper's Salt
Notes from the Oesper Collections Oesper’s Salt William B. Jensen Department of Chemistry, University of Cincinnati Cincinnati, OH 45221-0172 Though he passed away in 1977, the name of Ralph Edward Oesper (figure 1) is still pervasive in the Uni- versity of Cincinnati Department of Chemistry. We have the Oesper Professorship of Chemical Education and History of Chemistry, the annual Oesper Sympo- sium and Award, the Oesper Chemistry and Biology Library, and the Oesper Collections in the History of Chemistry, to name but a few of the institutions and activities funded by Oesper’s legacy to the department. Despite this, however, few of the current faculty and students are aware of Oesper’s activities as a chemist or of the fact that he is, to the best of my knowledge, the only member of our department – past or present – to have a chemical compound named in his honor. Best remembered today for his work in the field of the history of chemistry, most of Oesper’s professional activities as a practicing chemist centered on the field of analytical chemistry, where he is responsible for having translated several important German mono- Figure 1. Ralph Edward Oesper (1884-1977). graphs – the most famous of which were perhaps Fritz Feigl’s various books on the technique of spot analysis (1). If Oesper had a particular specialty of his own, it metric analysis. In 1934 he introduced a new indicator was the use of oxidation-reduction reactions in volu- (naphthidine) for chromate titrations (2) and in 1938 he translated the German monograph Newer Methods of Volumetric Analysis (3). -
Wastewater Ion Exchange Services
WASTEWATER ION EXCHANGE SERVICES Evoqua owns and operates a fully permitted RCRA facility with the technical expertise Evoqua Water Technologies Wastewater Ion Exchange (WWIX) services and and equipment necessary to safely manage equipment help customers meet their wastewater handling challenges. Evoqua regeneration of the spent resins while provides system design, installation, and custom services that treat wastewater remaining environmentally compliant. contaminated with heavy metals. Zinc, copper, nickel and chromium are just a Where practical, the media/resin is recycled few examples of the metals that can be removed to low part per billion levels. Our for future use. We can accept both non- wastewater treatment systems are designed to meet your discharge requirements, hazardous and hazardous waste. achieve the water quality level needed for reuse and recycling and minimize the liability associated with on-site storage and handling of chemicals and wastes. Typical Applications Markets Every Application has Unique Requirements • Metal finishing, electroplating and Each application is examined to determine the system configuration that best coating meets current and future needs. The system components are selected based upon • Parts washing available manpower, space limitations, access limitation and the specific reuse or • Aerospace discharge quality required. If needs change, our wastewater treatment systems are • Anodizing flexible – we can simply change the media types and/or tank size saving our clients • Circuit board assembly and significant capital expense. manufacturing What is WWIX Service? • Microelectronics • EDM Ion exchange (IX) is a proven and cost-effective technology for removing inorganic • General manufacturing contaminants. Evoqua‘s WWIX service utilizes ion exchange resins and other • Groundwater remediation media selected to remove specific ionic contaminants from groundwater, industrial • Magnetic/digital media production wastewater, and process water for recycle.