WASTEWATER REUSE: the REGULATORY LANDSCAPE Metropolitan Council Environmental Services
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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. -
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. -
Finding Sources of Fecal Coliform Bacteria in Stormwater Runoff
Finding sources of fecal coliform bacteria in stormwater runoff David Tomasko, Ph.D. May 12, 2016 Why the concern over bacteria? • Cholera – Tens of millions killed over the centuries – > 100,000 Americans • 11th President, James Polk • Typhoid fever – Jamestown Colony – More deaths than from battle in Civil War Modes of transmission of typhoid (Anonymous 1939) John Snow and the founding of modern epidemiology Located ca. 10’ from abandoned cess pit Two main types of bacteria • Cocci (from Greek for seed) – Round • Single • Chains • More complex arrangements • Bacilli (from Latin for stick) – Rod-shaped • Single • Chains • More complex Total coliform bacteria • Subset of “rod or stick-shaped” bacteria – Pathogenic (disease-causing) – Non-pathogenic • Why such a broad category? – Inability of historical monitoring programs to detect specific pathogenic bacteria (National Research Council [NRC] 2004) • Vibrio cholerae – cholera • Salmonella typhii – typhoid fever • Problems? – Lack of specificity – Lots of false positives • Need for a more refined technique Fecal coliform bacteria • Testing using techniques hopefully more similar to human gastrointestinal tract – Higher incubation temperature • Replicating warm blooded organisms – Bile salts • Produced by liver • Original derivation of 200 colony forming units (cfu) / 100 ml – 18% of “total” coliform bacteria from Ohio River would test positive (NRC 2004) – Prior standard for total colform bacteria (U.S. Federal Water Pollution Control Administration) of 1,000 cfu / 100 ml – 0.18 x 1,000 -
Total and Fecal Coliform Bacteria
TOTAL AND FECAL COLIFORM BACTERIA The coliform bacteria group consists of several types of bacteria belonging to the family enterobacteriaceae. These mostly harmless bacteria live in soil, water, and the digestive system of animals. Fecal coliform bacteria, which belong to this group, are present in large numbers in the feces and intestinal tracts of humans and other warm-blooded animals, and can enter water bodies from human and animal waste. If a large number of fecal coliform bacteria (over 200 colonies/100 milliliters or 200 cfu/100 ml) are found in water, it is possible that pathogenic (disease- or illness-causing) organisms are also present in the water. Fecal coliform by themselves are usually not pathogenic; they are indicator organisms, which means they may indicate the presence of other pathogenic bacteria. Pathogens are typically present in such small amounts it is impractical monitor them directly. For more information on E. coli and other pathogenic bacteria, see the U.S. FDA Center for Food Safety & Applied Nutrition's "Bad Bug Book" . Swimming in waters with high levels of fecal coliform bacteria increases the chance of developing illness (fever, nausea or stomach cramps) from pathogens entering the body through the mouth, nose, ears, or cuts in the skin. Diseases and illnesses that can be contracted in water with high fecal coliform counts include typhoid fever, hepatitis, gastroenteritis, dysentery and ear infections. Fecal coliform, like other bacteria, can usually be killed by boiling water or by treating it with chlorine. Washing thoroughly with soap after contact with contaminated water can also help prevent infections. -
How Is Wastewater Treated (PDF)
FOLD FOLD FOLD We Need Your Help Industrial Service Area How is Pretreatment Here are three easy things you can do to protect The City of Everett’s wastewater treatment Wastewater water quality and minimize treatment cost. plant, called the Everett Water Pollution Control unicipal treatment plants like the EWPCF are Facility (EWPCF), is located on Smith Island 1. Keep trash out of the system. designed to treat residential and commercial in North Everett. The EWPCF serves more than Treated? ■ M Put hair, feminine hygiene products, wastewater. However, some industrial 133,000 people including all of Everett and cotton swabs and grease in the wastewater contains pollutants that primary and parts of Mukilteo, Silver Lake and Alderwood. garbage. secondary treatment cannot remove. The plant treats an average of 20 million 2. Reduce your water consumption. This wastewater requires industrial pretreatment gallons of wastewater per day, although the ■ Conserving water saves money and to remove metals, acids or other chemicals, influent volume to the plant can increase to protects the environment since the less or in the case of food services, most fats almost 100 million gallons on rainy days. water you use, the less wastewater we and grease. City staff work with industrial have to treat. customers to remove these pollutants before the 3. Keep hazardous waste out of the system. wastewater is sent to the treatment plant. ■ Never put hazardous waste down the drain. Hazardous waste includes pesticides, herbicides, solvents, paint thinners and engine oil. Hazardous Biosolids waste is any material that can catch fire, Port explode, corrode or is toxic. -
Anaerobic Digestion of Primary Sewage Effluent
Anaerobic Digestion of Primary Sewage Effluent Prepared for the U.S. Department of Energy Office of Electricity Delivery and Energy Reliability Under Cooperative Agreement No. DE-EE0003507 Hawai‘i Energy Sustainability Program Subtask 3.4: Biomass Submitted by Hawai‘i Natural Energy Institute School of Ocean and Earth Science and Technology University of Hawai‘i September 2014 Acknowledgement: This material is based upon work supported by the United States Department of Energy under Cooperative Agreement Number DE-EE0003507. Disclaimer: This report was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency thereof, nor any of their employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Reference here in to any specific commercial product, process, or service by tradename, trademark, manufacturer, or otherwise does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States Government or any agency thereof. The views and opinions of authors expressed herein do not necessarily state or reflect those of the United States Government or any agency thereof. SUMMARY A hybrid system comprised an up-flow packed bed anaerobic reactor and a down-flow trickling-filter reactor connected in series was shown to effectively treat primary clarifier effluent. When a clarifier and sand filter were added to the system, the effluent water quality achieved values of BOD5 and TSS that were below the EPA’s water discharge limits of 30 mg/l and equivalent to highly efficient activated sludge systems. -
Fecal Coliform and E. Coli Concentrations in Effluent-Dominated Streams of the Upper Santa Cruz Watershed
Water 2013, 5, 243-261; doi:10.3390/w5010243 OPEN ACCESS water ISSN 2073-4441 www.mdpi.com/journal/water Article Fecal Coliform and E. coli Concentrations in Effluent-Dominated Streams of the Upper Santa Cruz Watershed Emily C. Sanders, Yongping Yuan * and Ann Pitchford Landscape Ecology Branch, Environmental Sciences Division, National Exposure Research Laboratory, United States Environmental Protection Agency Office of Research and Development, 944 East Harmon Avenue, Las Vegas, NV 89119, USA; E-Mails: [email protected] (E.C.S.); [email protected] (A.P.) * Author to whom correspondence should be addressed; E-Mail: [email protected]; Tel.: +1-702-798-2112; Fax: +1-702-798-2208. Received: 4 January 2013; in revised form: 26 February 2013 / Accepted: 26 February 2013 / Published: 11 March 2013 Abstract: This study assesses the water quality of the Upper Santa Cruz Watershed in southern Arizona in terms of fecal coliform and Escherichia coli (E. coli) bacteria concentrations discharged as treated effluent and from nonpoint sources into the Santa Cruz River and surrounding tributaries. The objectives were to (1) assess the water quality in the Upper Santa Cruz Watershed in terms of fecal coliform and E. coli by comparing the available data to the water quality criteria established by Arizona, (2) to provide insights into fecal indicator bacteria (FIB) response to the hydrology of the watershed and (3) to identify if point sources or nonpoint sources are the major contributors of FIB in the stream. Assessment of the available wastewater treatment plant treated effluent data and in-stream sampling data indicate that water quality criteria for E. -
Fecal Coliform in Waco's Wetlands Cerin Daniel, Tiffany Du, Wakeelah Crutison Baylor University, Waco, TX 76798
The Effect of Rainfall on Fecal Coliform in the Lake Waco Wetlands Cerin Daniel, Tiffany Du, Wakeelah Crutison Baylor University, Waco, TX 76798 Abstract: The primary objective of this project was to determine if Lake Waco Wetlands was reducing the amount of fecal coliform as water passed Materials and Methods: through the cells. The hypothesis stated that the amount of fecal Materials: coliform would decrease as the water flowed through the various cells EMB plate, incubator plate, test tubes and lactose broth, petri dish, filter paper, of the wetlands. Water samples were collected from four cells in the indole reagent, crystal violet, iodine, acetone alcohol, Safrinin, microscope wetlands. The Standard Qualitative Analysis of Water was utilized to detect fecal contamination. A series of tests which included the Method: presumptive test, the confirmed test, and the completed test were Collecting Data: Samples were collected with sterile cups. Cell one sample was utilized to determine whether fecal coliform was within the water collected near the water pipe which brings in water from the Bosque River. samples. If fecal coliform was present, a Gram stain identified if the Samples from cell two and cell three were collected near the beginning of the bacteria was E. coli. The results showed the MPN (most probable cell. Cell four sample was collected at the end of the cell. Each location was number of coliform)/ 100 mL declined as the amount of coliform flowed relatively close to the shore and was in a low-movement area. through the wetlands. It was concluded that the natural purification A. -
Coliform Bacteria in Drinking Water Supplies
WHAT ARE COLIFORMS? TOTAL COLIFORMS, FECAL ARE COLIFORM BACTERIA Coliforms are bacteria that are always COLIFORMS, AND E. COLI HARMFUL? present in the digestive tracts of animals, The most basic test for bacterial Most coliform bacteria do not cause including humans, and are found in their contamination of a water supply is the test disease. However, some rare strains of E. wastes. They are also found in plant and soil for total coliform bacteria. Total coliform coli, particularly the strain 0157:H7, can material. counts give a general indication of the cause serious illness. Recent outbreaks sanitary condition of a water supply. of disease caused by E. coli 0157:H7 have generated much public concern about this “Indicator” A. Total coliforms include bacteria that organism. E. coli 0157:H7 has been found organisms are found in the soil, in water that has been in cattle, chickens, pigs, and sheep. Most of Water pollution caused by fecal influenced by surface water, and in human the reported human cases have been due contamination is a serious problem or animal waste. to eating under cooked hamburger. Cases due to the potential for contracting of E. coli 0157:H7 caused by contaminated B. Fecal coliforms are the group of the diseases from pathogens (disease- drinking water supplies are rare. causing organisms). Frequently, total coliforms that are considered to be concentrations of pathogens from present specifically in the gut and feces fecal contamination are small, and of warm-blooded animals. Because the the number of different possible origins of fecal coliforms are more specific pathogens is large. -
Treatment and Biosolids Technologies
Treatment and Biosolids Technologies City of Morro Bay New Water Reclamation Facility Engineering Component of Siting Study • Project engineering team will look at the following parameters related to each site: – Range of cost for conveyance, treatment, and distribution to potential users – Land availability for range of treatment and biosolids management options • A range of treatment technologies can reach City objectives – Keep options open during preliminary planning Public Workshop Results Top‐Ranked Issues from Dot Exercise • Environmental – Avoid Visual Impacts • Cost Issues – Keep Costs Low (highest score) • Engineering and Design – Recharge Morro Aquifer Overview • Environmental – Effluent reuse goals – Quality and Quantity – Conveyance methods for recycled water • Cost Issues / Engineering and Design – Liquid treatment technologies – Biosolids processing technologies / products – Procurement Treatment Processes • Preliminary – Screening of large solids • Primary –Flotation & settling • Secondary – Biological Treatment Source of • Tertiary – Filtration Biosolids • Disinfection • Advanced – Salts – Contaminants of Emerging Concern Treatment Process Selection Driven by End Goals 1. Start with effluent reuse goals 2. Identify treatment technologies to meet those goals 3. Develop plan for handling biosolids from range of liquid treatment options Effluent Reuse Goals ‐ Quantity • “How much” varies seasonally • Evapotranspiration rates determine potential use for irrigation • Wet weather or production of “off‐spec” water often require -
Giving Wastewater a Boost with Breakthroughs in Secondary Treatment Brent Giles Research Director About Lux Research Coverage Areas
Giving Wastewater a Boost with Breakthroughs in Secondary Treatment Brent Giles Research Director About Lux Research Coverage areas . Advanced Materials Helps clients find new business opportunities from . Agro Innovation emerging technologies in physical and life sciences . Alternative Fuels Offers ongoing technology and market intelligence, as . Autonomous Systems 2.0 well as market data and consulting services . Bio‐based Materials & Chemicals . Bioelectronics Over 250 clients on six continents – multinational . Efficient Building Systems corporations, investors, governments, and SMEs . Energy Electronics . Energy Storage Global reach,with offices in Boston, New York, . Exploration and Production Amsterdam, Singapore, Shanghai, and Tokyo . Food and Nutrition . Printed, Flexible, and Organic Combines deep technical expertise with business analysis Electronics to support strategic decisions . Solar . More at www.luxresearchinc.com Sustainable Building Materials . Water 2 Contents Problems with existing wastewater treatment A picture of the “average” activated sludge plant Six innovative technologies go head to head Stickney Water Reclamation Plant, Chicago 3 Contents Problems with existing wastewater treatment A picture of the “average” activated sludge plant Six innovative technologies go head to head Stickney Water Reclamation Plant, Chicago 4 Wastewater treatment gobbles energy and produces large volumes of sludge The dominant process for treating the world’s wastewater, activated sludge, faces three major issues: High energy Mountains of The squeeze consumption waste sludge for space 5 Anaerobic digestion reduces, but doesn’t eliminate waste sludge Does not scale down well Many facilities need to combine sludge with other waste streams Reduces sludge volume by about 40%, but you still have to do something with the remaining stabilized biosolids 6 Many U.S. -
Municipal Wastewater Anaerobic Treatment with Enhanced Clarification Kevin Berg Marquette University
Marquette University e-Publications@Marquette Master's Theses (2009 -) Dissertations, Theses, and Professional Projects Municipal Wastewater Anaerobic Treatment with Enhanced Clarification Kevin Berg Marquette University Recommended Citation Berg, Kevin, "Municipal Wastewater Anaerobic Treatment with Enhanced Clarification" (2015). Master's Theses (2009 -). 331. https://epublications.marquette.edu/theses_open/331 MUNICIPAL WASTEWATER ANAEROBIC TREATMENT WITH ENHANCED CLARIFICATION by Kevin J. Berg A Thesis submitted to the Faculty of the Graduate School, Marquette University, in Partial Fulfillment of the Requirements for the Degree of Master of Science Milwaukee, Wisconsin August 2015 ABSTRACT MUNICIPAL WASTEWATER ANAEROBIC TREATMENT WITH ENHANCED CLARIFICATION Kevin J. Berg Marquette University, 2015 As energy costs rise, water reclamation facilities (WRFs) desire lower cost, easily operated systems to remove BOD5 and suspended solids. WRFs typically utilize an aerobic process called activated sludge to remove biochemical oxygen demand (BOD). BOD, specifically 5 day BOD (BOD5), is used as an indicator of the organic strength of a solution. Anaerobic treatment provides an alternative to activated sludge by removing BOD5, generating biogas containing methane for energy and producing less biomass that requires disposal. Anaerobic treatment functions as an exceptional alternative to activated sludge when packaged as a system with a small footprint that operates at ambient temperature. These systems can produce effluent with organic constituent quality similar to activated sludge without requiring the energy inputs that conventional treatment demands. In this work, an anaerobic, fluidized bed reactor (FBR) treating both synthetic and real domestic primary effluent was utilized to remove BOD5 from wastewater. The reactor was operated at 10°C to determine operation under challenging, low-temperature conditions.