Performance Evaluation of Vermifiltration Technology for the Treatment of Wastewater Using Detoxifying Earthworms: a Case Study
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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. -
Landfill Leachate Pretreatment Process Evaluation and Pilot Study
Landfill Leachate Pretreatment Process Evaluation and Pilot Study Richard Claus – Hazen and Sawyer, P.C. John Butler – Rumpke Consolidated Companies, Inc. Dan Miklos – Hazen and Sawyer, P.C. Presentation Overview Part 1 – Overview of Study, Piloting, and Design Introduction Timeline of Study, Evaluation, & Disposal Wastewater Characterization & Pretreatment Study Timeline of Piloting and Design Pretreatment Design Presentation Overview Part 2 – Pilot Treatment Sessil Media Trickling Filter Pilot Chemical Treatment Jar Testing and Pilot Considered ElectroCell Piloting Next Steps Introduction Rumpke Sanitary Landfill Cincinnati, OH, Colerain Township, Northwest Hamilton County Rumpke Consolidated Companies, Inc. Family Owned, Operated since 1945 One of the largest landfills in the nation, largest in Ohio Rumpke Colerain Township Landfill Introduction Northwest Area Landfill Portion of landfill undergoing a reaction since August, 2009 Source of extremely strong leachate Averaging 120-degrees Fahrenheit Average Volumes of 120,000 GPD (2010-2011) to 200,000 GPD (2012) Northwest Lift Station Lift Station No. 2 Pilot and Tanker Loadout Locations Northwest Area Landfill Introduction – NW Area Leachate Current Characteristics COD 30,000 to 50,000 mg/L BOD5 20,000 to 30,000 mg/L TSS 1,000 – 2,000 mg/L TKN 1,500 – 2,500 mg/L Fe 250 – 700 mg/L Ca 1,500 – 3,700 mg/L Temperature 120 degrees F Introduction – NW Area Leachate On –Going Issues Pipe scaling/clogging during conveyance Odors during handling/disposal Costs for disposal Study, Evaluation, and Disposal Timeline August, 2009 – Increasing leachate strength from Northwest Area August, 2010 to May, 2011 – Wastewater Characterization & Pretreatment Study August, 2011 to June, 2012 – Treatment Piloting and Pretreatment Design Study, Evaluation, and Disposal Timeline - Continued Historically until October 7, 2011 – “Blended” Flow Sewer Discharge into MSDGC Collection System NW Area Leachate (Approx. -
Treatment of Sewage by Vermifiltration: a Review
Treatment of Sewage by Vermifiltration: A Review 1 2 Jatin Patel , Prof. Y. M. Gajera 1 M.E. Environmental Management, L.D. College of Engineering Ahmedabad -15 2 Assistant professor, Environmental Engineering, L.D. College of Engineering Ahmedabad -15 Abstract: A centralized treatment facility often faces problems of high cost of collection, treatment and disposal of wastewater and hence the growing needs for small scale decentralized eco-friendly alternative treatment options are necessary. Vermifiltration is such method where wastewater is treated using earthworms. Earthworm's body works as a biofilter and have been found to remove BOD, COD, TDS, and TSS by general mechanism of ingestion, biodegradation, and absorption through body walls. There is no sludge formation in vermifiltration process which requires additional cost on landfill disposal and it is also odor-free process. Treated water also can used for farm irrigation and in parks and gardens. The present study will evaluate the performance of vermifiltration for parameters like BOD, COD, TDS, TSS, phosphorus and nitrogen for sewage. Keywords: Vermifiltration, Earthworms, Wastewater, Ingestion, Absorption Introduction Due to the increasing population and scarcity of treatment area, high cost of wastewater collection and its treatment is not allowing the conventional STP everywhere. Hence, cost effective decentralized and eco-friendly treatments are required. Many developing countries can‟t afford the construction of STPs, and thus, there is a growing need for developing some ecologically safe and economically viable onsite small-scale wastewater treatment technologies. [24] The discharge of untreated wastewater in surface and sub-surface water courses is the most important source of contamination of water resources. -
Recommended Standards for Wastewater Facilities
RECOMMENDED STANDARDS for WASTEWATER FACILITIES POLICIES FOR THE DESIGN, REVIEW, AND APPROVAL OF PLANS AND SPECIFICATIONS FOR WASTEWATER COLLECTION AND TREATMENT FACILITIES 2014 EDITION A REPORT OF THE WASTEWATER COMMITTEE OF THE GREAT LAKES - UPPER MISSISSIPPI RIVER BOARD OF STATE AND PROVINCIAL PUBLIC HEALTH AND ENVIRONMENTAL MANAGERS MEMBER STATES AND PROVINCE ILLINOIS NEW YORK INDIANA OHIO IOWA ONTARIO MICHIGAN PENNSYLVANIA MINNESOTA WISCONSIN MISSOURI PUBLISHED BY: Health Research, Inc., Health Education Services Division P.O. Box 7126 Albany, N.Y. 12224 Phone: (518) 439-7286 Visit Our Web Site http://www.healthresearch.org/store/ten-state-standards Copyright © 2014 by the Great Lakes - Upper Mississippi River Board of State and Provincial Public Health and Environmental Managers This document, or portions thereof, may be reproduced without permission if credit is given to the Board and to this publication as a source. ii TABLE OF CONTENTS CHAPTER PAGE FOREWORD ..................................................................................................................................... v 10 ENGINEERING REPORTS AND FACILITY PLANS 10. General ............................................................................................................................. 10-1 11. Engineering Report Or Facility Plan ................................................................................ 10-1 12. Pre-Design Meeting ....................................................................................................... 10-12 -
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 .......................................................................................................... -
ANAEROBIC SEQUENCING BATCH REACTOR for the TREATMENT of MUNICIPAL WASTEWATER WONG SHIH WEI (B.Eng. (Hons.), NUS)
ANAEROBIC SEQUENCING BATCH REACTOR FOR THE TREATMENT OF MUNICIPAL WASTEWATER WONG SHIH WEI (B.Eng. (Hons.), NUS) A THESIS SUBMITTED FOR THE DEGREE OF MASTER OF ENGINEERING DEPARTMENT OF CIVIL ENGINEERING NATIONAL UNIVERSITY OF SINGAPORE 2007 Acknowledgements I would like to express my sincere appreciations to my supervisor, Dr. Ng How Yong for his guidance, inspirations and advice. Special thanks also to my supportive comrades, Wong Sing Chuan, Tiew Siow Woon and Krishnan Kavitha; the laboratory staff, Michael Tan, Chandrasegaran and Lee Leng Leng; advisors, Dr Lee Lai Yoke, Chen Chia-Lung and Liu Ying; and my family and friends. i Table of Contents Page Acknowledgements i Table of Contents ii Summary vi List of Tables viii List of Figures x Nomenclature xiii Chapter 1 Introduction 1 1.1 Background 1 1.1.1 The Water Crisis 1 1.1.2 The Energy Crisis 2 1.1.3 Treatment of municipal wastewater 4 1.2 Objectives 5 1.3 Scope of Work 5 Chapter 2 Literature Review 7 2.1 Anaerobic process for wastewater treatment 7 2.1.1 Anaerobic microorganisms and their roles 7 2.1.1.1 Hydrolytic bacteria 9 2.1.1.2 Fermentative bacteria 10 2.1.1.3 Acetogenic & homoacetogenic bacteria 11 2.1.1.4 Methanogens 12 2.1.2 History of research and applications 14 2.1.3 Advantages and disadvantages of anaerobic processes 15 ii 2.1.4 Common applications of anaerobic process 18 2.2 Applicability of anaerobic process for municipal wastewater 19 2.2.1 COD 20 2.2.2 Nitrogen 20 2.2.3 Alkalinity & fatty acids 21 2.2.4 Sulfate 22 2.2.5 Suspended solids 22 2.2.6 Flow rate of the -
Introduction to Trickling Filters and RBC's Study Guide September 1995 Edition
Wisconsin Department of Natural Resources Wastewater Operator Certification Introduction to Trickling Filters and RBC's Study Guide September 1995 Edition Subclass B Wisconsin Department of Natural Resources Bureau of Science Services Operator Certification Program P.O. Box 7921, Madison, WI 53707 http://dnr.wi.gov The Wisconsin Department of Natural Resources provides equal opportunity in its employment, programs, services, and functions under an Affirmative Action Plan. If you have any questions, please write to Equal Opportunity Office, Department of Interior, Washington, D.C. 20240. This publication is available in alternative format (large print, Braille, audio tape. etc.) upon request. Please call (608) 266-0531 for more information. Printed on 12/07/12 Introduction to Trickling Filters and RBC's Study Guide - September 1995 Edition Preface This operator's study guide represents the results of an ambitious program. Operators of wastewater facilities, regulators, educators and local officials, jointly prepared the objectives and exam questions for this subclass. How to use this study guide with references In preparation for the exams you should: 1. Read all of the key knowledges for each objective. 2. Use the resources listed at the end of the study guide for additional information. 3. Review all key knowledges until you fully understand them and know them by memory. It is advisable that the operator take classroom or online training in this process before attempting the certification exam. Choosing A Test Date Before you choose a test date, consider the training opportunities available in your area. A listing of training opportunities and exam dates is available on the internet at http://dnr.wi.gov, keyword search "operator certification". -
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]. -
Sequencing Batch Reactors: Principles, Design/Operation and Case Studies - S
WATER AND WASTEWATER TREATMENT TECHNOLOGIES - Sequencing Batch Reactors: Principles, Design/Operation and Case Studies - S. Vigneswaran, M. Sundaravadivel, D. S. Chaudhary SEQUENCING BATCH REACTORS: PRINCIPLES, DESIGN/OPERATION AND CASE STUDIES S. Vigneswaran, M. Sundaravadivel, and D. S. Chaudhary Faculty of Engineering and Information Technology, School of Civil and Environmental Engineering and Information Technology, University of Technology Sydney, Australia Keywords: Activated sludge process, return activated sludge, sludge settling, wastewater treatment, Contents 1. Background 2. The SBR technology for wastewater treatment 3. Physical description of the SBR system 3.1 FILL Phase 3.2 REACT Phase 3.3 SETTLE Phase 3.4 DRAW or DECANT Phase 3.5 IDLE Phase 4. Components and configuration of SBR system 5. Control of biological reactions through operating strategies 6. Design of SBR reactor 7. Costs of SBR 8. Case studies 8.1 Quakers Hill STP 8.2 SBR for Nutrient Removal at Bathhurst Sewage Treatment Plant 8.3 St Marys Sewage Treatment plant 8.4 A Small Cheese-Making Dairy in France 8.5 A Full-scale Sequencing Batch Reactor System for Swine Wastewater Treatment, Lo and Liao (2007) 8.6 Sequencing Batch Reactor for Biological Treatment of Grey Water, Lamin et al. (2007) 8.7 SBR Processes in Wastewater Plants, Larrea et al (2007) 9. Conclusion GlossaryUNESCO – EOLSS Bibliography Biographical Sketches SAMPLE CHAPTERS Summary Sequencing batch reactor (SBR) is a fill-and-draw activated sludge treatment system. Although the processes involved in SBR are identical to the conventional activated sludge process, SBR is compact and time oriented system, and all the processes are carried out sequentially in the same tank. -
Troubleshooting Activated Sludge Processes Introduction
Troubleshooting Activated Sludge Processes Introduction Excess Foam High Effluent Suspended Solids High Effluent Soluble BOD or Ammonia Low effluent pH Introduction Review of the literature shows that the activated sludge process has experienced operational problems since its inception. Although they did not experience settling problems with their activated sludge, Ardern and Lockett (Ardern and Lockett, 1914a) did note increased turbidity and reduced nitrification with reduced temperatures. By the early 1920s continuous-flow systems were having to deal with the scourge of activated sludge, bulking (Ardem and Lockett, 1914b, Martin 1927) and effluent suspended solids problems. Martin (1927) also describes effluent quality problems due to toxic and/or high-organic- strength industrial wastes. Oxygen demanding materials would bleedthrough the process. More recently, Jenkins, Richard and Daigger (1993) discussed severe foaming problems in activated sludge systems. Experience shows that controlling the activated sludge process is still difficult for many plants in the United States. However, improved process control can be obtained by systematically looking at the problems and their potential causes. Once the cause is defined, control actions can be initiated to eliminate the problem. Problems associated with the activated sludge process can usually be related to four conditions (Schuyler, 1995). Any of these can occur by themselves or with any of the other conditions. The first is foam. So much foam can accumulate that it becomes a safety problem by spilling out onto walkways. It becomes a regulatory problem as it spills from clarifier surfaces into the effluent. The second, high effluent suspended solids, can be caused by many things. It is the most common problem found in activated sludge systems. -
Chemical Industry Wastewater Treatment
CHEMICAL INDUSTRY WASTEWATER TREATMENT Fayza A. Nasr\ Hala S. Doma\ Hisham S Abdel-Halim", Saber A. El-Shafai* * Water Pollution Research department, National Research Centre, Cairo, Egypt "Faculty of Engineering, Cairo University, Cairo, Egypt Abstract Treatment of chemical industrial wastewater from building and construction chemicals factory and plastic shoes manufacturing factory was investigated. The two factories discharge their wastewater into the public sewerage network. The results showed the wastewater discharged from the building and construction chemicals factory was highly contaminated with organic compounds. The average values of COD and BOD were 2912 and 150 mg02/l. Phenol concentration up to 0.3 mg/l was detected. Chemical treatment using lime aided with ferric chloride proved to be effective and produced an effluent characteristics in compliance with Egyptian permissible limits. With respect to the other factory, industrial wastewater was mixed with domestic wastewater in order to lower the organic load. The COD, BOD values after mixing reached 5239 and 2615 mg02/l. The average concentration of phenol was 0.5 mg/l. Biological treatment using activated sludge or rotating biological contactor (RBC) proved to be an effective treatment system in terms of producing an effluent characteristic within the permissible limits set by the law. Therefore, the characteristics of chemical industrial wastewater determine which treatment system to utilize. Based on laboratory results TESCE, Vol. 30, No.2 <@> December 2004 engineering design of each treatment system was developed and cost estimate prepared. Key words: chemical industry, wastewater, treatment, chemical, biological Introduction The chemical industry is of importance in terms of its impact on the environment.