Following the Flow: an Inside Look at Wastewater Treatment
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
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. -
Non-Incineration Medical Waste Treatment Technologies
Non-Incineration Medical Waste Treatment Technologies A Resource for Hospital Administrators, Facility Managers, Health Care Professionals, Environmental Advocates, and Community Members August 2001 Health Care Without Harm 1755 S Street, N.W. Unit 6B Washington, DC 20009 Phone: 202.234.0091 www.noharm.org Health Care Without Harm 1755 S Street, N.W. Suite 6B Washington, DC 20009 Phone: 202.234.0091 www.noharm.org Printed with soy-based inks on Rolland Evolution, a 100% processed chlorine-free paper. Non-Incineration Medical Waste Treatment Technologies A Resource for Hospital Administrators, Facility Managers, Health Care Professionals, Environmental Advocates, and Community Members August 2001 Health Care Without Harm www.noharm.org Preface THE FOUR LAWS OF ECOLOGY . Meanwhile, many hospital staff, such as Hollie Shaner, RN of Fletcher-Allen Health Care in Burlington, Ver- 1. Everything is connected to everything else, mont, were appalled by the sheer volumes of waste and 2. Everything must go somewhere, the lack of reduction and recycling efforts. These indi- viduals became champions within their facilities or 3. Nature knows best, systems to change the way that waste was being managed. 4. There is no such thing as a free lunch. Barry Commoner, The Closing Circle, 1971 In the spring of 1996, more than 600 people – most of them community activists – gathered in Baton Rouge, Up to now, there has been no single resource that pro- Louisiana to attend the Third Citizens Conference on vided a good frame of reference, objectively portrayed, of Dioxin and Other Hormone-Disrupting Chemicals. The non-incineration technologies for the treatment of health largest workshop at the conference was by far the one care wastes. -
A Combined Vermifiltration-Hydroponic System
applied sciences Article A Combined Vermifiltration-Hydroponic System for Swine Wastewater Treatment Kirill Ispolnov 1,*, Luis M. I. Aires 1,Nídia D. Lourenço 2 and Judite S. Vieira 1 1 Laboratory of Separation and Reaction Engineering-Laboratory of Catalysis and Materials (LSRE-LCM), School of Technology and Management (ESTG), Polytechnic Institute of Leiria, 2411-901 Leiria, Portugal; [email protected] (L.M.I.A.); [email protected] (J.S.V.) 2 Applied Molecular Biosciences Unit (UCIBIO)-REQUIMTE, Department of Chemistry, NOVA School of Science and Technology (FCT), NOVA University of Lisbon, 2829-516 Caparica, Portugal; [email protected] * Correspondence: [email protected] Abstract: Intensive swine farming causes strong local environmental impacts by generating ef- fluents rich in solids, organic matter, nitrogen, phosphorus, and pathogenic bacteria. Insufficient treatment of hog farm effluents has been reported for common technologies, and vermifiltration is considered a promising treatment alternative that, however, requires additional processes to remove nitrate and phosphorus. This work aimed to study the use of vermifiltration with a downstream hydroponic culture to treat hog farm effluents. A treatment system comprising a vermifilter and a downstream deep-water culture hydroponic unit was built. The treated effluent was reused to dilute raw wastewater. Electrical conductivity, pH, and changes in BOD5, ammonia, nitrite, nitrate, phosphorus, and coliform bacteria were assessed. Plants were monitored throughout the experiment. Electrical conductivity increased due to vermifiltration; pH stayed within a neutral to mild alkaline range. Vermifiltration removed 83% of BOD5, 99% of ammonia and nitrite, and increased nitrate by Citation: Ispolnov, K.; Aires, L.M.I.; 11%. -
Reuse: a Safe and Effective Way to Save Water
SOUTH FLORIDA WATER MANAGEMENT DISTRICT Water Reuse: A safe and effective way to save water ON THE INSIDE The demand for water is projected to increase over the long term in n Reclaimed water and reuse explained South Florida. Urban populations, agricultural operations and the environment depend on adequate water supplies. Fresh ground n Reuse success stories water and surface water will not be sufficient to satisfy all future n Reuse on a regional level demands. Meeting this growing thirst hinges on efforts to develop How water is reclaimed n alternative water sources. This brochure looks at one of the ways to n Purple pipes signify conserve Florida’s water resources — reclaiming water for reuse. reclaimed water Consider what happens to the water used inside the home. Once down the drain, this water is piped to the local wastewater treatment plant where it undergoes treatment to meet state standards for disposal. Historically, most of the water was disposed by injecting it deep underground or by discharging to surrounding waters or to the ocean. This is a wasteful way to treat such a valuable resource. More and more communities are finding that wastewater need not be wasted. They are reclaiming this water for irrigation of residential lots, golf courses, sports fields and orange groves; industrial cooling; car washing; fire protection; and Reclaimed water sign in Collier County groundwater recharge. Reuse is also beneficial to the environment. Success Stories During times of drought, reclaimed water •Pompano Beach – The city takes is a dependable source of water because wastewater being piped to the ocean, its availability is not dependent on rainfall. -
Anaerobic Digestion of Wastewater Sludge (Nazaroff & Alvarez-Cohen, Section 6.E.3)
Anaerobic Digestion of Wastewater Sludge (Nazaroff & Alvarez-Cohen, Section 6.E.3) nice, clean water going to disinfection and then to outdoor body of receiving water (stream, lake or sea) sludge in need of further treatment The goal is to reduce the amount of sludge that needs to be disposed. The most widely employed method for sludge treatment is anaerobic digestion. In this process, a large fraction of the organic matter (cells) is broken down into carbon dioxide (CO2) and methane (CH4), and this is accomplished in the absence of oxygen. About half of the amount is then converted into gases, while the remainder is dried and becomes a residual soil-like material. What the equipment looks like The tank is capped - to prevent oxygen from coming in, - to prevent odors from escaping, and - to capture the methane produced. This methane, a fuel, can be used to meet some of the energy requirements of the wastewater treatment facility (co-generation). What the sludge looks like after anaerobic digestion and subsequent drying. It is rich in nitrates and performs well as a fertilizer. (Photos from http://www.madep-sa.com/english/wwtp.html) 1 (Originally from Metcalf & Eddy, 1991) from & Metcalf Eddy, (Originally 6.E.7) Figure Alvarez-Cohen, & (Nazaroff How the system works The treatment of wastewater sludge, from both primary and secondary treatment steps, consists of two main phases. ● In the 1st step, all incoming flows of sludge are combined, and the mixture is heated to a mild temperature (about body temperature) to accelerate biological conversion. The residence time here ranges from 10 to 20 days. -
Medical Waste Treatment Technologies
Medical Waste Treatment Technologies Ruth Stringer International Science and Policy Coordinator Health Care Without Harm Dhaka January 2011 Who is Health Care Without Harm? An International network focussing on two fundamental rights: • Right to healthcare • Right to a healthy environment Health Care Without Harm • Issues • Offices in – Medical waste –USA –Mercury – Europe – PVC – Latin America – Climate and health – South East Asia – Food • Key partners in – Green buildings –South Africa – Pharmaceuticals – India –Nurses – Tanzania – Safer materials –Mexico • Members in 53 countries Global mercury phase-out • HCWH and WHO partnering to eliminate mercury from healthcare • Part of UN Environment Programme's Mercury Products Partnership. • www.mercuryfreehealthcare.org • HCWH and WHO are principal cooperating agencies • 8-country project to reduce impacts from medical waste – esp dioxins and mercury • Model hospitals in Argentina, India, Latvia, Lebanon, the Philippines, Senegal and Vietnam • Technology development in Tanzania Incineration No longer a preferred treatment technology in many places Meeting modern emission standards costs millions of dollars Ash must be treated as hazardous waste Small incinerators are highly polluting Maintenance costs can be high, breakdowns common Decline in Medical Waste Incinerators in the U.S. 8,000 6,200 6,000 5,000 4,000 2,400 2,000 Incinerators 115 83 57 #of Medical Waste Waste Medical #of 0 1988 1994 1997 2003 2006 2008 Year SOURCES: 1988: “Hospital Waste Combustion Study-Data Gathering Phase,” USEPA, December 1998; 1994: “Medical Waste Incinerators-Background Information for Proposed Standards and Guidelines: Industry Profile Report for New and Existing Facilities,” USEPA, July 1994; 1997: 40 CFR 60 in the Federal Register, Vol. -
Waste Technologies: Waste to Energy Facilities
WASTE TECHNOLOGIES: WASTE TO ENERGY FACILITIES A Report for the Strategic Waste Infrastructure Planning (SWIP) Working Group Complied by WSP Environmental Ltd for the Government of Western Australia, Department of Environment and Conservation May 2013 Quality Management Issue/revision Issue 1 Revision 1 Revision 2 Revision 3 Remarks Date May 2013 Prepared by Kevin Whiting, Steven Wood and Mick Fanning Signature Checked by Matthew Venn Signature Authorised by Kevin Whiting Signature Project number 00038022 Report number File reference Project number: 00038022 Dated: May 2013 2 Revised: Waste Technologies: Waste to Energy Facilities A Report for the Strategic Waste Infrastructure Planning (SWIP) Working Group, commissioned by the Government of Western Australia, Department of Environment and Conservation. May 2013 Client Waste Management Branch Department of Environment and Conservation Level 4 The Atrium, 168 St George’s Terrace, PERTH, WA 6000 Locked Bag 104 Bentley DC WA 6983 Consultants Kevin Whiting Head of Energy-from-Waste & Biomass Tel: +44 207 7314 4647 [email protected] Mick Fanning Associate Consultant Tel: +44 207 7314 5883 [email protected] Steven Wood Principal Consultant Tel: +44 121 3524768 [email protected] Registered Address WSP Environmental Limited 01152332 WSP House, 70 Chancery Lane, London, WC2A 1AF 3 Table of Contents 1 Introduction .................................................................................. 6 1.1 Objectives ................................................................................ -
Wastewater Treatment: Overview and Background
Wastewater Treatment: Overview and Background Claudia Copeland Specialist in Resources and Environmental Policy October 30, 2014 Congressional Research Service 7-5700 www.crs.gov 98-323 Wastewater Treatment: Overview and Background Summary The Clean Water Act prescribes performance levels to be attained by municipal sewage treatment plants in order to prevent the discharge of harmful wastes into surface waters. The act also provides financial assistance so that communities can construct treatment facilities to comply with the law. The availability of funding for this purpose continues to be a major concern of states and local governments. This report provides background on municipal wastewater treatment issues, federal treatment requirements and funding, and recent legislative activity. Meeting the nation’s wastewater infrastructure needs efficiently and effectively is likely to remain an issue of considerable interest to policymakers. Congressional Research Service Wastewater Treatment: Overview and Background Contents Introduction ...................................................................................................................................... 1 Federal Aid for Wastewater Treatment ............................................................................................ 1 How the SRF Works .................................................................................................................. 2 Other Federal Assistance .......................................................................................................... -
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). -
Sewage Secondary Treatment After Primary Treatment, the Sewage Water Is Subjected to the Next Phase Called Biological Treatment Or Secondary Treatment
Sewage secondary treatment After primary treatment, the sewage water is subjected to the next phase called biological treatment or secondary treatment. Dissolved and suspended biological materials are removed by indigenous microbial decomposition in a managed environment. In this treatment, BOD is reduced up to 90-95%. Biological treatment is carried out in two important phases: 1. Aerobic phase: oxidation lagoons trickling filters, activated sludge 2. Anaerobic phase: sludge digestion A. Oxidation lagoons /oxidation ponds / stabilization ponds 1. It is outdoor, simple, suspension type aerobic treatment. 2. It is suggested for small societies in rural areas where sufficient low lying land of little real state value is available. 3. It is oldest of the sewage treatment systems used in most of developing countries due to its low cost. 4. In this shallow pond is required which should be maximum of 10 feet depth having inlet and outlet. 5. It consists of three different zones as shown in the following diagram: Requirements of Oxidation pond: 1. Presence of algal growth which produces oxygen. 2. Oxygen is also available from atmosphere. 3. Heterotrophic aerobic and anaerobic microbes for decomposing sewage. 4. Sunlight required for photosynthesis, also has bactericidal properties (UV). Advantages of oxidation pond: 1. Simple 2. Inexpensive 3. Low maintenance Disadvantages of oxidation pond: 1. Effected by environment: low temperature, cloudy sky lowers efficiency 2. Takes longer time(Long retention time) 3. Gives bad odour(H2 S) 4. Not hygienic 5. Just lowers BOD by 25%to 60% B. Trickling Filter Method 1. It is also outdoor, aerobic, relatively simple but of film flow type. -
Draft Authorization to Discharge Under The
Permit No. OK0034835 Permit Part I – Page 1 DRAFT AUTHORIZATION TO DISCHARGE UNDER THE OKLAHOMA POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT NUMBER: OK0034835 ID NUMBER: S21653 PART I In compliance with the Oklahoma Pollutant Discharge Elimination System Act (OPDES Act), Title 27A O.S. § 2-6-201 et seq. as amended, and the rules of the State of Oklahoma Department of Environmental Quality (DEQ) adopted thereunder {See OAC 252:606}; the Federal Clean Water Act, Public Law 95-217 (33 U.S.C. 1251 et seq.), Section 402; and NPDES Regulations (40 CFR Parts 122, 124, and 403), Grand Point (Point View) Wastewater Treatment Facility 35782 Grand Point Vinita, OK 74301 is hereby authorized to discharge treated wastewater from a facility located at approximately NW ¼, SW ¼, SW ¼, Section 2, Township 23 North, Range 21 East, Indian Meridian, Mayes County, Oklahoma to receiving waters: Lower Grand Lake O’ the Cherokees at the point located at approximately Latitude: 36° 29' 55.340" N [GPS: NAD 1983 CONUS] Longitude: 95° 02' 26.658" W [GPS: NAD 1983 CONUS] Water Body I.D. No. 121600030020_00 in accordance with effluent limitations, monitoring requirements and other conditions set forth in Parts I, II, III, and IV hereof. This permit replaces and supersedes the previous permit issued on February 12, 2013. The issuance date of this permit is Month Date Year. This permit shall become effective Month Date Year. This permit and authorization to discharge shall expire at midnight Month Date Year. For the Oklahoma Department of Environmental Quality: _______________________________________ __________________________________________ Michael B. Moe, P.E., Manager Shellie R. -
The Biological Treatment Method for Landfill Leachate
E3S Web of Conferences 202, 06006 (2020) https://doi.org/10.1051/e3sconf/202020206006 ICENIS 2020 The biological treatment method for landfill leachate Siti Ilhami Firiyal Imtinan1*, P. Purwanto1,2, Bambang Yulianto1,3 1Master Program of Environmental Science, School of Postgraduate Studies, Diponegoro University, Semarang - Indonesia 2Department of Chemical Engineering, Faculty of Engineering, Diponegoro University, Semarang - Indonesia 3Department of Marine Sciences, Faculty of Fisheries and Marine Sciences, Diponegoro University, Semarang - Indonesia Abstract. Currently, waste generation in Indonesia is increasing; the amount of waste generated in a year is around 67.8 million tons. Increasing the amount of waste generation can cause other problems, namely water from the decay of waste called leachate. Leachate can contaminate surface water, groundwater, or soil if it is streamed directly into the environment without treatment. Between physical and chemical, biological methods, and leachate transfer, the most effective treatment is the biological method. The purpose of this article is to understand the biological method for leachate treatment in landfills. It can be concluded that each method has different treatment results because it depends on the leachate characteristics and the treatment method. These biological methods used to treat leachate, even with various leachate characteristics, also can be combined to produce effluent from leachate treatment below the established standards. Keywords. Leachate treatment; biological method; landfill leachate. 1. Introduction Waste generation in Indonesia is increasing, as stated by the Minister of Environment and Forestry, which recognizes the challenges of waste problems in Indonesia are still very large. The amount of waste generated in a year is around 67.8 million tons and will continue to grow in line with population growth [1].