Refinery Wastewater Management Using Multiple Angle Oil-Water Separators
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Water Treatment and Reverse Osmosis Systems
Pure Aqua, Inc.® Water© 2012 TreatmentPure Aqua ,and Inc. ReverseAll Right sOsmosis Reserve dSystems. Worldwide Experience Superior Technology About the Company Pure Aqua is a company with a strong philosophy and drive to develop and apply solutions to the world’s water treatment challenges. We believe that both our technology and experience will help resolve the growing shortage of clean water worldwide. Capabilities and Expertise As an ISO 9001:2008 certified company with over a decade of experience, Pure Aqua has secured its position as a leading manufacturer of reverse osmosis systems worldwide. Goals and Motivations Our goal is to provide environmentally sustainable systems and equipment that produce high quality water. We provide packaged systems and technical support for water treatment plants, industrial wastewater reuse, and brackish and seawater reverse osmosis plants. Having strong working relationships with Thus, we ensure our technological our suppliers gives us the capability to contribution to water preservation by provide cost effective and competitive supplying the means and making it highly water and wastewater treatment systems accessible. for a wide range of applications. Seawater Reverse Osmosis Systems System Overview Designed to convert seawater to potable water, desalination systems use high quality reverse osmosis seawater membranes. The process separates dissolved salts by only allowing pure water to pass through the membrane fabric. System Capacities Pure Aqua desalination systems are designed to provide high -
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 -
Circle Reverse Osmosis System
CIRCLE REVERSE OSMOSIS SYSTEM KEY FEATURES Water Saving Technology – Patented technology eliminates backpressure The RC100 conforms to common in conventional RO systems making the Circle up to 10 times more NSF/ANSI 42, 53 and efficient than existing products. 58 for the reduction of Saves You Money – Conventional RO systems waste up to 24 gallons of Aesthetic Chlorine, Taste water per every 1 gallon of filtered water produced. The Circle only wastes and Odor, Cyst, VOCs, an average of 2.1 gallons of water per 1 gallon of filtered water produced, Fluoride, Pentavalent Arsenic, Barium, Radium 226/228, Cadmium, Hexavalent saving you water and money over the life of the product!. Chromium, Trivalent Chromium, Lead, RO Filter Auto Flushing – Significantly extends life of RO filter. Copper, Selenium and TDS as verified Chrome Faucet Included – With integrated LED filter change indicator. and substantiated by test data. The RC100 conforms to NSF/ANSI 372 for Space Saving Compact Design – Integrated rapid refill tank means more low lead compliance. space under the sink. SPECIFICATIONS Product Name H2O+ Circle Reverse Osmosis Water Filtration System Model / SKU RC100 Installation Undercounter Sediment Filter, Pre-Carbon Plus Filter, Post Carbon Block Filter (RF-20): 6 months Filters & Lifespan RO Membrane Filter (RF-40): 24 months Tank Capacity 6 Liters (refills fully in less than one hour) Dimensions 9.25” (W) x 16.5” (H) x 13.75” (D) Net weight 14.6 lbs Min/Max Operating Pressure 40 psi – 120 psi (275Kpa – 827Kpa) Min/Max Water Feed Temp 41º F – 95º F (5º C – 35º C) Faucet Flow Rate 0.26 – 0.37 gallons per minute (gpm) at incoming water pressure of 20–100 psi Rated Service Flow 0.07 gallons per minute (gpm) Warranty One Year Warranty PO Box 470085, San Francisco CA, 94147–0085 brondell.com 888-542-3355. -
United States Patent 19 11 Patent Number: 5,364,534 Anselme Et Al
US005364534A United States Patent 19 11 Patent Number: 5,364,534 Anselme et al. 45 Date of Patent: Nov. 15, 1994 54 PROCESS AND APPARATUS FOR 4,872,991 10/1989 Kartels et al. ...................... 210/651 TREATING WASTE LIQUIDS 5,093,072 8/1991 Hitotsuyanagi et al. ........... 210/650 5,154,830 10/1992 Paul et al. ........................... 210/639 75 Inventors: Christophe Anselme, Le Vesinet; Isabelle Baudin, Nanterre, both of FOREIGN PATENT DOCUMENTS France 2628337 9/1989 France . 73 Assignee: Lyonnaise Des Eaux - Dumez, 4018994 1/1992 Japan ................................ 210/195.2 Nanterre, France Primary Examiner-Frank Spear (21) Appl. No.: 129,387 Assistant Examiner-Ana Fortuna Attorney, Agent, or Firm-Pollock, Vande Sande & 22 Filed: Sep. 30, 1993 Priddy (30) Foreign Application Priority Data 57 ABSTRACT Oct. 2, 1992 FR France ................................ 92 1699 Process for purifying and filtering fluids, especially 51l Int. Cl............................................... BOD 61/00 water, containing suspended contaminants and using 52 U.S. Cl. .................................... 210/650; 210/660; gravity separation means as well as membrane separa 210/800; 210/805; 210/195.1; 210/195.2; tion means, in a finishing stage, comprising the step of 210/257.2 introducing a pulverulent reagent into the fluid stream 58) Field of Search ............... 210/650, 639, 800, 790, to be treated downstream of the gravity separation and 210/195.1, 195.2, 295, 805, 900, 257.2, 660 upstream of the membrane separation, wherein said 56) References Cited pulverulent reagent is recycled from the purge of the U.S. PATENT DOCUMENTS membrane separation means to the upstream of the gravity separation means. -
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. -
Selective Salt Recovery from Reverse Osmosis Concentrate Using Inter-Stage Ion Exchange Joshua E
University of New Mexico UNM Digital Repository Civil Engineering ETDs Engineering ETDs 7-3-2012 Selective salt recovery from reverse osmosis concentrate using inter-stage ion exchange Joshua E. Goldman Follow this and additional works at: https://digitalrepository.unm.edu/ce_etds Recommended Citation Goldman, Joshua E.. "Selective salt recovery from reverse osmosis concentrate using inter-stage ion exchange." (2012). https://digitalrepository.unm.edu/ce_etds/8 This Dissertation is brought to you for free and open access by the Engineering ETDs at UNM Digital Repository. It has been accepted for inclusion in Civil Engineering ETDs by an authorized administrator of UNM Digital Repository. For more information, please contact [email protected]. Joshua E. Goldman Candidate CIVIL ENGINEERING Department This dissertation is approved, and it is acceptable in quality and form for publication: Approved by the Dissertation Committee: Dr. Kerry J. Howe , Chairperson Dr. Bruce M. Thomson Dr. Stephen E. Cabaniss Dr. Jerry Lowry i Selective Salt Recovery from Reverse Osmosis Concentrate Using Inter-stage Ion Exchange BY Joshua E. Goldman B.A., Anthropology, State University of New York at Stony Brook, 2000 M.S, Environmental Science, University of South Florida, 2007 DISSERTATION Submitted in Partial Fulfillment of the Requirements for the Degree of Doctor of Philosophy Engineering The University of New Mexico Albuquerque, New Mexico May, 2012 ii DEDICATION This dissertation is dedicated to the loving memory of my grandmother, Henriette Stein. iii ACKNOWLEDGMENTS This project was funded by the WateReuse Research Foundation. Resins were donated by ResinTech and Purolite. Francis Boodoo of ResinTech provided technical consultation for the pilot design. -
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. -
Reverse Osmosis Brochure
REVERSE OSMOSIS RO Storage Tanks High Purity Water Storage REVERSE OSMOSIS Amtrol invented the pre-pressurized water storage tank over 50 years ago and they are still considered the standard of the industry. These tanks feature a polypropylene liner and butyl diaphragm to prevent water from making contact with the metal tank for cleaner, fresher, better tasting water. All Amtrol RO tanks are manufactured in the USA at our ISO 9001:2008 registered facilities. REVERSE OSMOSIS Tanks • Provide water storage in reverse osmosis water systems. Polypropylene liner and butyl rubber diaphragm • Meet the most demanding specifications for are locked together with potable water. Amtrol’s unique hoop ring • Reliable diaphragm vs. bladder design. and groove design. • Individually tested for safety. ® Durable steel tank for • Available with Pro-Access stainless steel extra-long life. system connection. Typical Installation Cold Hot Drain Line Water Water Line Line Recirculation Line RO Water Membrane Feed Reverse Osmosis Water Storage Tank Pre Post Filter Filter Specifications and Tank Selection A Under Sink Models System Tank A B Tank Shipping Model Connection1 Tank Stand Model Volume Diameter Height Precharge Weight Number NPTM Color Type (Gallons) (Inches) (Inches) (psi) (lbs.) B (Inches) RO-2 140-32 2.0 8 13 ¼ Blue 5 Plastic 5 RO-2 140-653 2.0 8 13 ¼ Blue 20 Plastic 5 Standard RO-3 140S723 3.2 9 15 ¼ White 5 Plastic 7 RO-3 140S725 3.2 9 14 ¼ White 5 3 Bumps 7 A RO-4 141S343 4.4 11 15 ¼ Blue 5 Plastic 9 RO-4 141S344 4.4 11 15 ¼ White 5 Plastic 9 RO-4 141S351 4.4 11 15 ¼ White 5 3 Bumps/Plastic 9 B RO-4 141S352 4.4 11 15 ¼ Blue 5 3 Bumps/Plastic 9 RO-10 143-132 10.0 15 18 ¾ Blue 5 Plastic 20 1 Stainless Steel System Connection. -
Mixing Oil-Based Microencapsulation of Garlic Essential Oil: Impact of Incorporating Three Commercial Vegetable Oils on the Stability of Emulsions
foods Article Mixing Oil-Based Microencapsulation of Garlic Essential Oil: Impact of Incorporating Three Commercial Vegetable Oils on the Stability of Emulsions Yunjiao Zhao 1, Rui Liu 1,* , Cuiping Qi 1, Wen Li 1, Mohamed Rifky 1, Min Zhang 2,*, Ping Xiao 3, Tao Wu 1 and Wenjie Sui 1 1 State Key Laboratory of Food Nutrition and Safety, Tianjin University of Science & Technology, Tianjin 300457, China; [email protected] (Y.Z.); [email protected] (C.Q.); [email protected] (W.L.); [email protected] (M.R.); [email protected] (T.W.); [email protected] (W.S.) 2 College of Food Science and Bioengineering, Tianjin Agricultural University, Tianjin 300384, China 3 Tianjin Chunfa Bio-Technology Group Co., Ltd., Tianjin 300300, China; [email protected] * Correspondence: [email protected] (R.L.); [email protected] (M.Z.) Abstract: The active components in garlic essential oil are easily degradable, which limits its ap- plication in the food industry. Vegetable oils (VOs) were used to improve the stability of garlic essential oil (GEO) emulsion. The volatile compounds of GEO and its mixtures with vegetable oils (VOs), including corn oil (CO), soybean oil (SO), and olive oil (OO) indicated that GEO-VO mixtures had a higher percentage of Diallyl disulfide and Diallyl trisulfide than pure GEO. Adding an appropriate amount of VOs promoted the GEO emulsion (whey protein concentrate and inulin as Citation: Zhao, Y.; Liu, R.; Qi, C.; Li, the wall materials) stability in order of CO > SO > OO. Evaluation of the encapsulation efficiency, W.; Rifky, M.; Zhang, M.; Xiao, P.; Wu, controlled release, and antimicrobial activity of GEO-VO microcapsules showed that the GEO was T.; Sui, W. -
New Technologies for Water and Wastewater Treatment: a Survey of Recent Patents Berrin Tansel*
Recent Patents on Chemical Engineering, 2008, 1, 17-26 17 New Technologies for Water and Wastewater Treatment: A Survey of Recent Patents Berrin Tansel* Florida International University, Civil and Environmental Engineering Department, Engineering Center 3600, Miami, Florida 33174, USA Received: July 31, 2007; Accepted: September 19, 2007; Revised: November 12, 2007 Abstract: The concern over increasing needs for drinking water and awareness for development of systems to improve water quality both for drinking purposes and for effluents from wastewater treatment and industrial facilities have provided incentives to develop new technologies and improve performance of existing technologies. In this paper, the patents on treatment of water and wastewater approved during the period from 1999 to 2007 were reviewed. The patents surveyed were classified into two groups as technologies for water purification systems for drinking water, and technologies for treatment of wastewater. An assessment of the current and future outlook for development of new technologies, methods of treatment, equipment and instruments which can be used for water and wastewater treatment applications are presented. Keywords: Water treatment, water filtration, ultrapure water, wastewater treatment, ion exchange, disinfection, sorption, membrane filtration, nanofiltration, wastewater. 1. INTRODUCTION 2. WATER TREATMENT SYSTEMS FOR DRINKING Water is an essential substance for living systems as it WATER allows the transport of nutrients and waste products in living The general treatment of drinking water takes place in systems. Research shows a clear correlation between several steps to remove dissolved and suspended solids. The diseases and the amount and types of fluids consumed, treatment processes may include processes such as floccu- health-promoting properties of nutrients which can be added to water, optimal intake levels, and consumption patterns. -
Liquid / Solids Separation in Wastewater Treatment & Biosolids Dewatering
LIQUID / SOLIDS SEPARATION IN WASTEWATER TREATMENT & BIOSOLIDS DEWATERING Chemical Products Lab Testing Plant Trials LIQUID / SOLIDS SEPARATION APPLICATIONS Influent Water Clarification Process Water Recycling Primary Wastewater Clarification Secondary Clarification Sludge Thickening Sludge Dewatering LIQUID / SOLIDS SEPARATION UNIT OPERATIONS Clarifiers (Many Types) WATER Filters (Many Types) OR WASTE Dissolved Air Flotation Units WATER Induced Air/Gas Flotation Units Belt Presses Centrifuges SLUDGE Screw Presses DEWATERING Plate and Frame Presses Vacuum Filters (Rotary & Horizontal) LIQUID / SOLIDS SEPARATION PRODUCT TYPES Coagulants (+) Low Mol Wt Organic Inorganic Blended Flocculants (+ , ---, 0 ) High Mol Wt Dry Emulsion Solution OilOil----FreeFree Flocculants COAGULANTS AND FLOCCULANTS Act on Insoluble Particles in Water Oils, Grease, Blood, Insoluble Organics, Clay, Silicates, Metal Oxides/Hydroxides Dirt, Dust, Rust & Metal Filings Can Act on Charged Organic Compounds Anionic Surfactants, Soaps & Dispersants Do Not Act on Most Dissolved Solids Salts, Acids, Nonionic Surfactants, Ammonia or Soluble Organic Compounds such as Sugar, Alcohols, etc. SUSPENSION CHEMISTRY THE KEY TO EFFECTIVE LIQUID / SOLIDS SEPARATION SUSPENDED SOLIDS VARIABLES Surface Charge MOST Charge Density Particle Size IMPORTANCE Composition Particle Density Particle Shape LEAST MICROSCOPIC FORCES ELECTROSTATIC BROWNIAN VAN DER WAALS GRAVITY Colloidal Particle in Water +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ Almost all Particles +++ -
Simulation of the Open Sky Seawater Distillation
Green and Sustainable Chemistry, 2013, 3, 68-88 http://dx.doi.org/10.4236/gsc.2013.32012 Published Online May 2013 (http://www.scirp.org/journal/gsc) The Best Available Technology of Water/Wastewater Treatment and Seawater Desalination: Simulation of the Open Sky Seawater Distillation Djamel Ghernaout Chemical Engineering Department, Saad Dahlab University of Blida, Blida, Algeria Email: [email protected] Received March 16, 2013; revised April 18, 2013; accepted April 26, 2013 Copyright © 2013 Djamel Ghernaout. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. ABSTRACT This review suggests the concept of the best available technology of water/wastewater treatment and seawater desalina- tion which is in fact a simulation of the seawater distillation at the open sky: coagulation in salty water aerated basin/ coagulation using seawater as coagulant solution with distillation using stored solar energy followed by waterfall on a natural mountain. This natural, green, and technico-economical technology is composed of three steps: the first one is coagulation which may be achieved: 1) in salty water aerated basin (air stripping, AS; dissolved air flotation, DAF) where the raw water is “diluted” in seawater; or 2) in “conventional” coagulation using seawater as coagulant solution instead of alum/ferric salts. The first option seems to be more natural as it simulates river water dilution in seawater and the second one is more practical for “rapid” water consummation. For colloids and microorganisms’ removal, double- layer compression and charge neutralisation, as main coagulation and disinfection mechanisms, would be involved in the first and second options, respectively.