Municipal Water Treatment Processes by Tymn Combest
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Drinking Water Treatment Systems
Drinking Water Facts….. Drinking Water Treatment Systems By: Barbara Daniels and Nancy Mesner Revised December 2010 If your home water comes from a public water supply, it has been tested and meets EPA standards for drinking water. If you use a private well, however, you are responsible for assuring that the water is safe to drink. This means that you should periodically have your water tested, make sure your well is in proper condition without faulty well caps or seals, and identify and remove potential sources of con- tamination to your well such as leaking septic systems or surface contamination. With a private well, you are also responsible for any treatment your water may need if it contains harm- ful pollutants or contaminants that affect the taste, odor, corrosiveness or hardness of the water. This fact sheet discusses different types of water treatment systems available to homeowners. Addressing the source of the problem is often less costly in the long run than installing and maintaining a water system. For more information on identifying pollutant sources, problems with your well, or help in testing your well water, see the references at the end of this fact sheet. There are many types of water treatment systems available. No one type of treatment can address every water quality problem, so make sure you purchase the type of equipment that can effectively treat your particular water quality issue. The table below can help direct you to the right solution for your prob- lem. Drinking Water Facts….. What type of water treatment is needed? The table below lists common water contamination problems. -
19. Water Treatment Plants. the Introduction (Chapter 1) for These
Chapter 4 – Specifications Designs 19. Water Treatment Plants 19. Water Treatment Plants. The Introduction (Chapter 1) for these design data collection guidelines contains additional information concerning: preparing a design data collection request, design data collection requirements, and coordinating the design data collection and submittal. The following is a list of possible data required for specifications design of water treatment facilities. The size and complexity of the process system and structures should govern the amount and detail of the design data required. A. General Map Showing: (1) A key map locating the general map area within the State. (2) The plant site and other applicable construction areas. (3) Existing towns, highways, roads, railroads, public utilities (electric power, telephone lines, pipelines, etc.), streams, stream-gauging stations, canals, drainage channels. (4) Existing or potential areas or features having a bearing on the design, construction, operation, or management of the project feature such as: recreation areas; fish and wildlife areas; building areas; and areas of archeological, historical, and mining or paleontological interest. The locations of these features should bear the parenthetical reference to the agency most concerned: for example Reclamation. (5) County lines, township lines, range lines, and section lines. (6) Locations of construction access roads, permanent roads, and sites for required construction facilities. (7) Sources of natural construction materials and disposal areas for waste material, including the extent of mitigation required. (a) Location of disposal areas for debris, sediment, sludge, and spent chemicals from cleaning or storage solutions. (8) Water sources to be treated such as surface water or underground water. (9) Location of potential waste areas (i.e., channels). -
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. -
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. -
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. -
State-Of-The-Art Water Treatment in Czech Power Sector
membranes Article State-of-the-Art Water Treatment in Czech Power Sector: Industry-Proven Case Studies Showing Economic and Technical Benefits of Membrane and Other Novel Technologies for Each Particular Water Cycle Jaromír Marek Department of Chemistry, Faculty of Science, Humanities and Education, Technical University of Liberec, Studentská 1402/2, 461 17 Liberec, Czech Republic; [email protected]; Tel.: +420-732-277-183 Abstract: The article first summarizes case studies on the three basic types of treated water used in power plants and heating stations. Its main focus is Czechia as the representative of Eastern European countries. Water as the working medium in the power industry presents the three most common cycles—the first is make-up water for boilers, the second is cooling water and the third is represented by a specific type of water (e.g., liquid waste mixtures, primary and secondary circuits in nuclear power plants, turbine condensate, etc.). The water treatment technologies can be summarized into four main groups—(1) filtration (coagulation) and dosing chemicals, (2) ion exchange technology, (3) membrane processes and (4) a combination of the last two. The article shows the ideal industry-proven technology for each water cycle. Case studies revealed the economic, technical and environmental advantages/disadvantages of each technology. The percentage of Citation: Marek, J. State-of-the-Art technologies operated in energetics in Eastern Europe is briefly described. Although the work is Water Treatment in Czech Power conceived as an overview of water treatment in real operation, its novelty lies in a technological model Sector: Industry-Proven Case Studies of the treatment of turbine condensate, recycling of the cooling tower blowdown plus other liquid Showing Economic and Technical waste mixtures, and the rejection of colloidal substances from the secondary circuit in nuclear power Benefits of Membrane and Other plants. -
A Lexicon of Alchemy
A Lexicon of Alchemy by Martin Rulandus the Elder Translated by Arthur E. Waite John M. Watkins London 1893 / 1964 (250 Copies) A Lexicon of Alchemy or Alchemical Dictionary Containing a full and plain explanation of all obscure words, Hermetic subjects, and arcane phrases of Paracelsus. by Martin Rulandus Philosopher, Doctor, and Private Physician to the August Person of the Emperor. [With the Privilege of His majesty the Emperor for the space of ten years] By the care and expense of Zachariah Palthenus, Bookseller, in the Free Republic of Frankfurt. 1612 PREFACE To the Most Reverend and Most Serene Prince and Lord, The Lord Henry JULIUS, Bishop of Halberstadt, Duke of Brunswick, and Burgrave of Luna; His Lordship’s mos devout and humble servant wishes Health and Peace. In the deep considerations of the Hermetic and Paracelsian writings, that has well-nigh come to pass which of old overtook the Sons of Shem at the building of the Tower of Babel. For these, carried away by vainglory, with audacious foolhardiness to rear up a vast pile into heaven, so to secure unto themselves an immortal name, but, disordered by a confusion and multiplicity of barbarous tongues, were ingloriously forced. In like manner, the searchers of Hermetic works, deterred by the obscurity of the terms which are met with in so many places, and by the difficulty of interpreting the hieroglyphs, hold the most noble art in contempt; while others, desiring to penetrate by main force into the mysteries of the terms and subjects, endeavour to tear away the concealed truth from the folds of its coverings, but bestow all their trouble in vain, and have only the reward of the children of Shem for their incredible pain and labour. -
Household Water Treatment Filters Product Guide Table of Contents
Household Water Treatment Filters Product Guide Table of contents 1. Introduction ...............................................................1 2. Key parameters ............................................................2 3. Filter categories ............................................................4 4. Validation methods .........................................................22 5. Local procurement .........................................................24 First edition, April 2020 Disclaimer: The use of this product guide is strictly for the internal purposes of the United Nations Children’s Fund (UNICEF) and in no way warrants, represents or implies that it is a complete and thorough evaluation of any of the products mentioned. This guide does not constitute, and should not be considered as, a certification of any of the products. The models and products included in this guide are for information purposes only, the lists are not exhaustive, and they do not represent a catalogue of preferred products. This guide is not to be used for commercial purposes or in any manner that suggests, or could be perceived as, an endorsement, preference for, or promotion of, the supplier’s products by UNICEF or the United Nations. UNICEF bears no responsibility whatsoever for any claims, damages or consequences arising from, or in connection with, the product guide or use of any of the products by any third party. Cover photo: © UNICEF/UNI127727/Vishwanathan 1 Introduction The provision of safe drinking water for all, in an average family size of five persons per sufficient quantities, is a key priority for UNICEF household. Solar disinfection is discussed in this and other water, sanitation and hygiene (WASH) guide, as the other main non-chemical method actors, be it at the onset of an emergency or in of water treatment (along with boiling). -
Coagulation-Flocculation As a Submerged Biological Filter Pre-Treatment with Landfill Leachate
Coagulation-flocculation as a submerged biological filter pre-treatment with landfill leachate A. Gálvez Perez1,2, A. Ramos1,2,3, B. Moreno1,2,3 & M. Zamorano Toro1,2 1Department of Civil Engineering, Granada University, Spain 2MITA Research Group 3Institute of Water Research Abstract Landfill leachate may cause environmental problems if it is not properly managed and treated. An appropriate treatment process of landfill leachate often involves a combination of physical, chemical and biological methods to obtain satisfactory results. In this study, coagulation-flocculation was proposed as a pre- treatment stage of partially stabilized landfill leachate prior to submerged biological filters. Several coagulants (ferric, aluminium or organic) and flocculants (cationic, anionic or non-ionic) were assayed in jar-test experiments in order to determine optimum conditions for the removal of COD and total solids. Among the cationic flocculants, that of highest molecular weight and cationicity (CV/850) showed highest removal efficiencies (15% COD and 8% TS). Organic and aluminium coagulants showed better results than ferric coagulants. Coagulant removal efficiencies were between 9% and 17% for COD and between 10% and 15% for TS. Doses of 1 ml/l of coagulant were preferred. Some combinations of coagulant and flocculant enhanced the process. The best combinations obtained were FeCl3+A30.L, Ferriclar+A20.L, SAL8.2+A30.L and PAX-18+A30.L, which presented COD removal efficiencies between 24% and 37% with doses between 10 and 18 ml/l. Keywords: landfill leachate, coagulation-flocculation, submerged biological filter pre-treatment. Waste Management and the Environment II, V. Popov, H. Itoh, C.A. Brebbia & S. -
A Practical Guide to Implementing Integrated Water Resources Management and the Role for Green Infrastructure”, J
A Practical Guide to Implementing Integrated Water Resources Management & the Role of Green Infrastructure Prepared for: Prepared for: Funded by: Prepared by: May 2016 ACKNOWLEDGEMENTS Environmental Consulting & Technology, Inc. (ECT), wishes to extend our sincere appreciation to the individuals whose work and contributions made this project possible. First of all, thanks are due to the Great Lakes Protection Fund for funding this project. At Great Lakes Commission, thanks are due to John Jackson for project oversight and valuable guidance, and to Victoria Pebbles for administrative guidance. At ECT, thanks are due to Sanjiv Sinha, Ph.D., for numerous suggestions that helped improve this report. Many other experts also contributed their time, efforts, and talent toward the preparation of this report. The project team acknowledges the contributions of each of the following, and thanks them for their efforts: Bill Christiansen, Alliance for Water Efficiency James Etienne, Grand River Conservation Christine Zimmer, Credit Valley Conservation Authority Authority Cassie Corrigan, Credit Valley Conservation Melissa Soline, Great Lakes & St. Lawrence Authority Cities Initiative Wayne Galliher, City of Guelph Clifford Maynes, Green Communities Canada Steve Gombos, Region of Waterloo Connie Sims – Office of Oakland County Water Julia Parzens, Urban Sustainability Directors Resources Commissioner Network Dendra Best, Wastewater Education For purposes of citation of this report, please use the following: “A Practical Guide to Implementing -
Integration of Aqueous Two-Phase Extraction As Cell Harvest and Capture Operation in the Manufacturing Process of Monoclonal Antibodies
antibodies Article Integration of Aqueous Two-Phase Extraction as Cell Harvest and Capture Operation in the Manufacturing Process of Monoclonal Antibodies Axel Schmidt 1, Michael Richter 2, Frederik Rudolph 2 and Jochen Strube 1,* 1 Institute for Separation and Process Technology, Clausthal University of Technology, Leibnizstraße 15, 38678 Clausthal-Zellerfeld, Germany; [email protected] 2 Boehringer Ingelheim Pharma GmbH & Co. KG, Bioprocess + Pharma. Dev. Biologicals, Birkendorfer Strasse 65, 88397 Biberach an der Riss, Germany; [email protected] (M.R.); [email protected] (F.R.) * Correspondence: [email protected]; Tel.: +49-5323-72-2200 Received: 30 October 2017; Accepted: 20 November 2017; Published: 1 December 2017 Abstract: Substantial improvements have been made to cell culturing processes (e.g., higher product titer) in recent years by raising cell densities and optimizing cultivation time. However, this has been accompanied by an increase in product-related impurities and therefore greater challenges in subsequent clarification and capture operations. Considering the paradigm shift towards the design of continuously operating dedicated plants at smaller scales—with or without disposable technology—for treating smaller patient populations due to new indications or personalized medicine approaches, the rising need for new, innovative strategies for both clarification and capture technology becomes evident. Aqueous two-phase extraction (ATPE) is now considered to be a feasible unit operation, e.g., for the capture of monoclonal antibodies or recombinant proteins. However, most of the published work so far investigates the applicability of ATPE in antibody-manufacturing processes at the lab-scale and for the most part, only during the capture step. -
CIVL 1101 Introduction to Filtration 1/15
CIVL 1101 Introduction to Filtration 1/15 Water Treatment Water Treatment Water treatment describes those industrial-scale The goal of all water treatment process is to processes used to make water more acceptable remove existing contaminants in the water, or for a desired end-use. reduce the concentration of such contaminants so These can include use for drinking water, industry, the water becomes fit for its desired end-use. medical and many other uses. One such use is returning water that has been used back into the natural environment without adverse ecological impact. Water Treatment Water Treatment Basis water treatment consists Coagulation of four processes: This process helps removes Coagulation/Flocculation particles suspended in water. Sedimentation Chemicals are added to water to form tiny sticky particles Filtration called "floc" which attract the Disinfection particles. Water Treatment Water Treatment Flocculation Sedimentation Flocculation refers to water The heavy particles (floc) treatment processes that settle to the bottom and the combine or coagulate small clear water moves to filtration. particles into larger particles, which settle out of the water as sediment. CIVL 1101 Introduction to Filtration 2/15 Water Treatment Water Treatment Filtration Disinfection The water passes through A small amount of chlorine is filters, some made of layers of added or some other sand, gravel, and charcoal disinfection method is used to that help remove even smaller kill any bacteria or particles. microorganisms that may be in the water. Water Treatment Water Treatment 1. Coagulation 1. Coagulation - Aluminum or iron salts plus chemicals 2. Flocculation called polymers are mixed with the water to make the 3.