Wastewater Treatment Technology
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5. Estimated Capital and Operating Costs
MAYNILAD WATER SERVICES, INC. MWSS Compound, Katipunan Road, Balara, Quezon City E1288 v 12 Public Disclosure Authorized DRAFT FINAL REPORT CONCEPT DESIGN Public Disclosure Authorized Project 7 Sewage and Septage Treatment Plant Public Disclosure Authorized August 2006 Program Management Group Maynilad Water Services Inc. 2nd Floor Engineering Building Old Balara, Katipunan Road, Quezon City Telephone No.: +632.433.6978 Facsimile No.: +632.435.2128 Public Disclosure Authorized Website: http://www.mayniladwater.com.ph Copyright C 2006 by Program Management Group. All rights reserved. The concepts and information contained herein are the property of MWSI. Use or copying of this document in whole or in part without the written permission of MWSI constitutes an infringement of copyright. Project 7Prototype STP/SpTP 8/17/2006 Page i L Document History and Status l Checked/Reviewed Approved by / Date Revision Date Issued Prepared by by Signature Approved A. S. August Draft Final August 2006 Sampiano M. R. Pedron P.N. Rosete 2006 J.C. S. Iglesia F. A. Arellano Distribution of Copies Revision Copy No. Quantity Issued to Draft Final 1 1 MWSI 2 1 DENR 3-: MWSS Printed : 17 August 2006 Last Save : 17 August 2006 Filename : CD:/Project 7 Concept Design Report Author : A.S.Sampiano Office : Water Sources and Wastewater Facilities Development (WSWFD), PMG Managers : (1) M.R. Pedron, Manager -WSWFD, PMG (2) J.C. S. Iglesia, AVP - Program Planning and Design, PMG Support Group : Environment Managernent Dept., Sewerage and Sanitation Dept. Version : Draft Final Project 7Prototype STP/SpTP 8/17Q2006 Page ii Table of Contents Executive Summary .................................. v Section 1. -
Inclusive Business Models for Wastewater Treatment
INCLUSIVE INNOVATIONS Inclusive Business Models for Wastewater Treatment Enterprises have developed integrated, affordable wastewater treatment solutions for industries and households to encourage reuse or safe disposal HIGHLIGHTS • Wastewater treatment enterprises treat water before disposal or recycle the water so that it can be reused. • Enterprises provide household wastewater treatment systems that are modular, have low operating costs in terms of electricity and maintenance, have silent operation and less odor and offer quick returns on investment. • Enterprises focusing on industrial wastewater treatment solutions offer efficiency and cost effectiveness. They are quickly commissioned, fully automatic, have remote monitoring, require minimal hazardous chemicals, and treat water for reuse. Summary Wastewater sources include domestic wastewater—pertaining to liquid outflow from toilets, bathrooms, basins, laundry, kitchen sinks and floor washing, and industrial wastewater—effluent water that is discharged during manufacturing processes in factories or by-products from chemical reactions. There are significant operational and financial challenges associated with wastewater treatment in marginalized residential communities, where domestic wastewater does not get treated at source, but instead is discharged to local municipal facilities or directly into water bodies. Similarly, industrial wastewater is heavily contaminated and leads to pollution and diseases, if disposed without treatment. It may also contain metals that have high market value and could potentially be recovered. Social enterprises have introduced unique technologies and integrated solutions to treat such wastewater either for safe disposal or for reuse. These solutions aim to be efficient, affordable and convenient. There are two major types of wastewater treatment plants—household (residential) systems and industrial systems. This series on Inclusive Innovations explores business models that improve the lives of those living in extreme poverty. -
List of Services Provided by the Wastewater Department
NOWWTP and the ROCKY RIVER The entire watershed basin is designated as a warm water habitat by the Ohio Environmental Protection Agency (EPA) More than 90 percent of the watershed is covered by Hydrologic Soil Types that are classified as ‘C’ and ‘D’ soils. These soils have the slowest infiltration rates and the highest runoff potential. As much as 95 percent of the area in the watershed is underlain with soils that have severe limitations for septic systems, due to low infiltration rates. City of North Olmsted Wastewater Treatment Plant was built in 1959, due in part to the urban density and in response to the number of failing septic systems in the area. National Importance: The river itself is formed by the confluence of the East and West Branches in North Olmsted at the bottom of Cedar Point Hill, just west of Cleveland- Hopkins International Airport. The headwaters of the larger West Branch are predominantly located in Medina County. The East Branch starts at Hinckley Lake. The Rocky River was ranked by Field & Stream as one of the top steelhead Trout Rivers in the world, and has also been featured on ESPN. Local Importance: One of the first purchases by the Cleveland Metro Parts was land along the banks of the Rocky River. The river runs through or along the boards of Berea, Brookpark, Cleveland, Fairview Park, Lakewood, North Olmsted, Olmsted Township, and Rocky River but provides recreational activities to all of north eastern Ohio. The Rocky River basin is strongly influenced by the geology of the area, including massive shale cliffs, large meadows, extensive forested areas, overlapping flood plains and a large amount of wetlands per acre, with a total of 3,462 acres of wetlands. -
Use of a Water Treatment Sludge in a Sewage Sludge Dewatering Process
E3S Web of Conferences 30, 02006 (2018) https://doi.org/10.1051/e3sconf/20183002006 Water, Wastewater and Energy in Smart Cities Use of a water treatment sludge in a sewage sludge dewatering process Justyna Górka1,*, Małgorzata Cimochowicz-Rybicka1 , and Małgorzata Kryłów1 1 University of Technology, Department of Environmental Engineering, 24 Warszawska, Cracow 31- 155, Poland Abstract. The objective of the research study was to determine whether a sewage sludge conditioning had any impact on sludge dewaterability. As a conditioning agent a water treatment sludge was used, which was mixed with a sewage sludge before a digestion process. The capillary suction time (CST) and the specific filtration resistance (SRF) were the measures used to determine the effects of a water sludge addition on a dewatering process. Based on the CST curves the water sludge dose of 0.3 g total volatile solids (TVS) per 1.0 g TVS of a sewage sludge was selected. Once the water treatment sludge dose was accepted, disintegration of the water treatment sludge was performed and its dewaterability was determined. The studies have shown that sludge dewaterability was much better after its conditioning with a water sludge as well as after disintegration and conditioning, if comparing to sludge with no conditioning. Nevertheless, these findings are of preliminary nature and future studies will be needed to investigate this topic. 1 Introduction Dewatering of sludge is a very important stage of the sludge processing. It reduces both sludge mass and volume, which consequently reduces costs of a further sludge processing, facilitates its transport and allows for its thermal processing. -
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. -
Septic Tanks, Are a Contributing Factor to Phosphorus As Well As Site Specific Conditions
Scotland’s centre of expertise for waters Practical measures for reducing phosphorus and faecal microbial loads from onsite wastewater treatment system discharges to the environment A review i Scotland’s centre of expertise for waters This document was produced by: Juliette O’Keeffe and Joseph Akunna Abertay University Bell Street, Dundee DD1 1HG and Justyna Olszewska, Alannah Bruce and Linda May Centre for Ecology & Hydrology Bush Estate Penicuik Midlothian EH26 0QB and Richard Allan Centre of Expertise for Waters (CREW) The James Hutton Institute Invergowrie Dundee DD2 5DA Research Summary Key Findings Onsite wastewater treatment systems (OWTS), the majority of local flow and load characteristics of the effluents streams, which are septic tanks, are a contributing factor to phosphorus as well as site specific conditions. With that in mind, measures and faecal microbial loads. OWTS contribute to waterbodies such as awareness raising, site planning, and maintenance failing to meet Water Framework Directive (WFD) objectives are likely to contribute to reduction of impact of OWTS on and as such, measures to improve the quality of OWTS the environment. The level of load reduction possible from discharges are required. Literature has been reviewed for measures such as awareness raising is difficult to quantify, a range of measures designed to reduce phosphorus and but it is low-cost and relatively easy to implement. Those most pathogen concentrations in effluent from OWTS. A feasibility effective for phosphorus and pathogen removal are post-tank assessment focussed on their application, effectiveness, measures that maximise physical removal, through adsorption efficiency, cost and ease of adaptation. A wide range of and filtering, and maintain good conditions for biological measures have been identified that could potentially improve breakdown of solids and predation of pathogens. -
Pollutant Association with Suspended Solids in Stormwater in Tijuana, Mexico
Int. J. Environ. Sci. Technol. (2014) 11:319–326 DOI 10.1007/s13762-013-0214-3 ORIGINAL PAPER Pollutant association with suspended solids in stormwater in Tijuana, Mexico F. T. Wakida • S. Martinez-Huato • E. Garcia-Flores • T. D. J. Pin˜on-Colin • H. Espinoza-Gomez • A. Ames-Lo´pez Received: 24 July 2012 / Revised: 12 February 2013 / Accepted: 23 February 2013 / Published online: 16 March 2013 Ó Islamic Azad University (IAU) 2013 Abstract Stormwater runoff from urban areas is a major Introduction source of many pollutants to water bodies. Suspended solids are one of the main pollutants because of their Stormwater pollution is a major problem in urban areas. association with other pollutants. The objective of this The loadings and concentrations of water pollutants, such study was to evaluate the relationship between suspended as suspended solids, nutrients, and heavy metals, are typi- solids and other pollutants in stormwater runoff in the city cally higher in urban stormwater runoff than in runoff from of Tijuana. Seven sites were sampled during seven rain rural areas (Vaze and Chiew 2004). Stormwater has events during the 2009–2010 season and the different become a significant contributor of pollutants to water particle size fractions were separated by sieving and fil- bodies. These pollutants can be inorganic (e.g. heavy tration. The results have shown that the samples have high metals and nitrates) and/or organic, such as polycyclic concentration of total suspended solids, the values of which aromatic hydrocarbons and phenols from asphalt pavement ranged from 725 to 4,411.6 mg/L. The samples were ana- degradation (Sansalone and Buchberger 1995). -
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 .......................................................................................................... -
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. -
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]. -
Wastewater Irrigation on Farms Contaminates Food
Wastewater Irrigation on Farms Contaminates Food The use of recycled wastewater in agricultural fields has implications for human health and the environment by Nikita Naik of information on the chronic effects of CEC exposure on human health, their persistence in and effects on the environment, the ef- The use of recycled wastewater, an increasingly attractive op- fectiveness of various treatments in removing these contaminants tion in face of growing water shortages and droughts in the U.S. from wastewater effluents, lack of analytical detection methods, and abroad for uses such as agriculture, landscaping, and drink- and more. Additionally, the cost of decontamination, if techno- ing water, raises serious questions about dietary exposure to logically feasible, is typically left to taxpayers and local water and toxic chemicals such as antibacterial pesticides. Concerns about sewage authorities. chemical exposure through the food supply are being raised just as water recycling is being advanced as a sound environmental Background alternative that reduces strain on water resources and vulnerable The U.S. Environmental Protection Agency (EPA) describes the ecosystems, decreases wastewater discharge, and cuts down on recycling of wastewater or “water recycling” as “reusing treated pollution. wastewater for beneficial purposes such as agricultural and land- scape irrigation, industrial processes, toilet flushing, and replen- Recycled wastewater presents a risk to human health and the en- ishing a ground water basin.”2 While the terms “water recycling” vironment due to contaminants of emerging concern (CECs) that and “water reuse” may seem redundant since all water is reused are not removed even by high level water treatment processes, in one way or another within the water cycle, the distinction sug- and can persist in the water for long periods of time, especially gests the use of technology to hasten the reuse process or mul- when used for agricultural irrigation. -
INVESTIGATION of ANAEROBIC PROCESSES in SEPTIC TANK AS a WASTEWATER TREATMENT OPTION Odenigbo C
International Journal of Civil Engineering, Construction and Estate Management Vol.6, No.1, pp.22-25, May 2018 ___Published by European Centre for Research Training and Development UK (www.eajournals.org) INVESTIGATION OF ANAEROBIC PROCESSES IN SEPTIC TANK AS A WASTEWATER TREATMENT OPTION Odenigbo C. Department of Civil Engineering, Enugu State University of Science and Technology ABSTRACT: This study aims to find out the anaerobic processes in septic tank as a wastewater treatment plant. Samples were collected from both a septic tank and soakaway pit. Thus, after the collection of samples from the location, waste water analysis was conducted on the two water samples A and B respectively. The results obtained on the water samples showed that sample A under physical analysis using thermometer, pH meter, conductivity meter etc, has a higher physical characteristics value according to table 4.1, than that of sample B. more also from the chemical analysis seen in table 4.1 sample A has a higher BOD, COD and DO values more than that of sample B. Therefore this suggests that biological treatment processes was efficient in that septic tank and as such waste water discharged to the environment, will be harmless to the inhabitants in that environment. KEYWORDS: Anaerobic, Septic Tank, Sewage, Treatment. INTRODUCTION Human waste or more technically referred to as Excrets, which is made up of a solid matter, faeces and liquid matter, urine and is essentially an organic compound. The constituents making up the compound are carbon, nitrogen, phosphorus, sulphur and hydrogen. Also present are fats, carbohydrates, enzymes, proteins, trace elements, pathogens and many different bacteria.