Deploying Anaerobic Digesters: Current Status and Future Possibilities
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Up Flow Anaerobic Filter (UAF) Treatment of Rural Domestic Sewage at Different Psychrophilic and Mesophilic Temperatures
2016 International Conference on Environment, Climate Change and Sustainable Development (ECCSD 2016) ISBN: 978-1-60595-358-8 Up Flow Anaerobic Filter (UAF) Treatment of Rural Domestic Sewage at Different Psychrophilic and Mesophilic Temperatures John Leju Celestino LADU 1,2 , Xi-wu LU 1,* and Zhong-zhao PING 1 1School of Energy and Environment, Department of Environmental Science and Engineering, Southeast University, Nanjing, 210096, P. R. China 2College of Natural Resources and Environmental Studies, Department of Environmental Studies, University of Juba, Republic of South Sudan *Corresponding author Keywords: Anaerobic filter, Pschrophilic, Mesophilic , Sewage, HRT. Abstract. This empirical research paper revealed the findings from the up flow anaerobic filter (UAF) treatment of rural domestic sewage at different pschrophilic and mesophilic temperature. The reactor was operated at specific HRT of 24, 48 and 72 hours. In the first 14 days of the start-up, the results obtained from the reactor revealed good removal efficiency. At the mesophilic temperature, average COD removal reached 82.0%; while at psychrophilic temperature the reactor attained 68.7%. From the overall results, UAF reactor managed under mesophilic condition disclosed higher COD removal efficiency as compared to psychrophilic temperature which is similar to values obtained in hot regions. Experimentally, up flow anaerobic filter reactor operated at mesophilic temperature is recommended for rural domestic sewage treatment at a specific HRT of 3 days. Introduction In recent years, gigantic urban areas are served more readily than the medium and small city areas or rural communities in domestic sewage treatment. Since the population density is less in rural areas as compared with big urban cities, a small-scale dispersed up flow anaerobic (UAF) treatment system is opted to be the best option. -
Sludge Management for Anaerobic Lagoons and Runoff Holding Ponds Amy Millmier Schmidt, Livestock Bioenvironmental Engineer
® ® University of Nebraska–Lincoln Extension, Institute of Agriculture and Natural Resources Know how. Know now. G1371 (Revised April 2013) Sludge Management for Anaerobic Lagoons and Runoff Holding Ponds Amy Millmier Schmidt, Livestock Bioenvironmental Engineer Annual sludge accumulation volume in an anaerobic This NebGuide defines critical issues to be addressed lagoon is estimated by the following equation (Natural by a sludge and sediment management plan for anaerobic Resources Conservation Service, 1992): lagoons and outdoor lot holding ponds. SV = 365 x AU x TS x SAR x T (Equation 1) Nebraska’s permit process for a Livestock Waste Control where: Facility (LWCF) requires a sludge and sediment management plan. The Nebraska Department of Environmental Quality AU = Number of 1,000 pound animal units (NDEQ) must approve this plan prior to issuing an NDEQ SV = Sludge volume in cubic feet operating permit to a livestock operation. T = Sludge accumulation time (years) TS = Total solids production per animal unit per Current Knowledge day (lb/AU/day) SAR = Sludge accumulation ratio (ft3/lb TS). See Preparing a sludge management plan should include Table I. recognizing our current knowledge of earthen structures. In this publication, an anaerobic lagoon refers to an impound- Table I. Sludge accumulation ratio (anaerobic lagoons only) and total ment with a permanent liquid pool for encouraging biological solids production for livestock. breakdown of manure and a storage volume. A runoff holding Total Solids Production (pounds/day/1,000 pond refers to an impoundment with a storage volume only pounds live weight) SAR for collecting storm water runoff from an outdoor lot such as Dairy 0.0728 a cattle feedlot. -
Anaerobic Treatment of Municipal Wastewater
November 1984 ^ Env. Eng. Report No. 76-83-7 Anaerobic Treatment of Municipal Wastewater Michael S. Switzenbaum Associate Professor of Civil Engineering Kevin C. Sheehan Research Engineer and Robert F. Mickey Graduate Research Assistant The research upon which this report is based was supported by the Massachusetts Department of Environmental Quality Engineering, Division of Water Pollution Control, Contract No. 80-32. ENVIRONMENTAL ENGINEERING PROGRAM DEPARTMENT OF CIVIL ENGINEERING UNIVERSITY OF MASSACHUSETTS AMHERST, MASSACHUSETTS 01003 November, 1981) Env. Eng. Report No. 76-83-7 Technical Report Anaerobic Treatment of Municipal Wastewater by Michael S. Switzenbaum Assistant Professor of Civil Engineering Kevin C. Sheehan Research Engineer and Robert F. Hickey Graduate Research Assistant Department of Civil Engineering Environmental Engineering Program University of Massachusetts Amherst, MA 01003 Submitted to: Massachusetts Department of Environmental Quality Engineering Division of Water Pollution Control S. Russell Sylva, Commissioner Thomas C. McMahon, Director November 1984 ACKNOWLEDGEMENTS This study was supported by Research and Demonstration Programs from the Massachusetts Division of Water Pollution Control (Project Number 80-32). The authors would like to thank MDWPC for their support. In addition, the authors would like to thank Ecolotrol, Inc., for lending the pilot reactor system used in this study. Thanks are also extended to Ms. Candy Balmer, Messrs. Kurt Kallmeyer, Kevin Scheuer, and Michael Shapiro, graduate students in the Environmental Engineering Program at UMASS/Amherst for their assistance in the operation and analysis of the pilot reactor. In addition, thanks are extended to Mr. Stephen Plotkin, who was instrumental in setting up this project. Finally, special thanks are extended to Mrs. -
Anaerobic Treatment of Domestic Sewage In
Anaerobic treatment of domestic wastewater in subtropical regions Lucas Seghezzo Promotor: Prof. dr. ir. Gatze Lettinga, Hoogleraar in de anaërobe zuiveringstechnologie en hergebruik van afvalstoffen Co-promotoren: Dr. ir. Grietje Zeeman, Universitair docent bij de sectie Milieutechnologie Dr. Carlos Mario Cuevas, Universidad Nacional de Salta, Argentina Samenstelling promotiecommissie: Prof. dr. Henk Folmer (Wageningen Universiteit) Dr. ir. Ronald Mulder (Paques B.V., Nederland) Dr. ir. Bas van Vliet (Wageningen Universiteit) Prof. dr. Fernando Fernández-Polanco (Universidad de Valladolid, España) Dit onderzoek is uitgevoerd binnen de onderzoekschool WIMEK Anaerobic treatment of domestic wastewater in subtropical regions Lucas Seghezzo Proefschrift ter verkrijging van de graad van doctor op gezag van de rector magnificus van Wageningen Universiteit, prof. dr. ir. L. Speelman, in het openbaar te verdedigen op woensdag 26 mei 2004 des namiddags te vier uur in de Aula. CIP – DATA KONINKLIJKE BIBLIOTHEEK, DEN HAAG Author: Seghezzo, L. Title: Anaerobic treatment of domestic wastewater in subtropical regions Thesis Wageningen University, Wageningen, the Netherlands – with references – with summaries in English, Dutch, and Spanish. Publication year: 2004 ISBN: 90-8504-029-9 Subject headings: anaerobic treatment; domestic wastewater; sewage; UASB reactors; subtropical regions; sustainability assessment; sustainable development. Para Adriana, Natalia y Mateo “...que hay algunos que se cansan en saber y averiguar cosas que, una vez sabidas y averiguadas, no importan un ardite al entendimiento ni a la memoria...” (... because there are people who strive to know and find out things which, once known and found out, are not worth a straw to neither knowledge nor memory...) Don Quijote de la Mancha FOREWORD This thesis ends an era in my life and will hopefully open the doors of my future career. -
Animal Waste Lagoon Water Quality Study
Animal Waste Lagoon Water Quality Study A Research Report by Kansas State University June 23, 1999 Principal Investigators J.M. Ham, Department of Agronomy L.N. Reddi, Department of Civil Engineering C.W. Rice, Department of Agronomy Submitted in partial fulfillment of a contract between Kansas State University and the Kansas Water Office, Topeka, KS. Executive Summary Animal Waste Lagoon Water Quality Study J.M. Ham, L.M. Reddi, and C.W. Rice Kansas State University Report Period: May, 1998 to June, 1999 Anaerobic lagoons are used to collect, treat, and store waste at many concentrated animal operations (CAOs) in Kansas. Lagoons contain nutrients, salts, and other soluble chemicals that, in many cases, are eventually applied to crops as fertilizer. While waste is stored and treated in the lagoons, seepage losses from the sides and bottom of the containment could potentially affect soil and ground water quality. Of primary concern, is possible movement of nitrate-nitrogen into aquifers used to supply drinking water. Bacteria, which also are present in the waste, are another potential source for contamination. A comprehensive environmental assessment of lagoons requires three focus areas: (a) toxicity – what are the constituents in the lagoon waste that pose a threat to water quality and public health? (b) input loading – at what rate does waste seep from a lagoon under field conditions? and (c) aquifer vulnerability – how do soil properties, geology, and water table depth affect the risk of waste movement from the lagoon to the ground water? Researchers at Kansas State University (KSU), in cooperation with the Kansas Water Office, are conducting research to examine these issues. -
Biomass Program Perspectives on Anaerobic Digestion and Fuel Cell Integration at Biorefineries
Biomass Program Perspectives on Anaerobic Digestion and Fuel Cell Integration at Biorefineries Biogas and Fuel Cell Brian Duff Workshop DOE Biomass Program NREL June 11,2012 1 | Biomass Program eere.energy.gov Outline • The Importance of Anaerobic Digestion for Fuels, Products, and Power • Biomass Program Perspective • The Potential for Biogas/Fuel Cell Integration at Biorefineries o Retrofit Applications for 1st-Generation Biofuels Plants o Integration Opportunities in Advance Biofuel Production • Potential for EERE Multi-Program Joint Solicitation 2 | Biomass Program eere.energy.gov Anaerobic Digestion: An Underappreciated and Underutilized Conversion Pathway for Biofuels, Bioproducts, and Bioenergy 3 | Biomass Program eere.energy.gov Anaerobic Digestion • Microbial bioconversion process generates methane • Emerging global technology • Has a “Bad Rep” in the US from numerous failed applications: still needs RD&D for widespread acceptance and commercialization • Reduces GHG emissions (22:1 vs. CO2) • Dependent on sales to grid like other distributed energy techs • Lack of national feed-in tariff retarding deployment • Lack of process reliability retarding financing and deployment 4 | Biomass Program eere.energy.gov Anaerobic Digestion Organic Recycling for Renewable Energy AD takes waste organic feedstocks… Into Renewable Energy… Municipal Operations Industrial And Recycles the Organics Electricity Operations Steam Institutions Correctional Organic Recycling Heat Homes and Renewable Pipeline Energy Facility Biogas Injection Restaurants -
Proceedings of the First Young Water Professionals Symposium
Proceedings of the First Young Water Professionals Symposium 22nd and 23rd November 2012 Galadari Hotel, Colombo Organized by Sri Lanka Water Partnership (Lanka Jalani) In association with International Water Management Institute (IWMI) and Unilever-Pureit i ISBN 978-955-4784-00-0 ii Table of Contents Page Abbreviations iv Foreword v Symposium Organization vi Report on Proceedings 1 Papers presented at Technical Sessions 12 Papers accepted but not presented 175 Annexes 1) Technical Sessions - Themes and aspects covered 215 2) Technical Sessions - Programme Agenda 216 3) Technical Sessions -Presentations - Summary of Discussion 219 4) List of Participants 227 iii Abbreviations CBO - Community Based Organization CKD-U - Chronic Kidney Diseases, Unknown COD - Chemical Oxygen Demand IPCC - Intergovernmental Panel on Climate Change IWMI -International Water Management Institute IWRM -Integrated Water Resources Management NGOs - Non Governmental Organizations NSF - National Science Foundation O&M - Operations and Maintenance PAC - Powdered Activated Carbon R & D - Research and Development SLWP - Sri Lanka Water Partnership SPI - Standard Precipitation Index SWARM - Sustainable Water Resources Management UDDT - Urine Diversion Dry Toilet YWPS - Young Water Professionals Symposium iv Foreword The Young Water Professionals Symposium (YWPS) was an outcome of the efforts of the Sri Lanka Water Partnership (SLWP) Programme Committee which in early 2012 had identified the limited opportunities available to young water professionals to contribute to water sector issues as a constraint to the development of the sector. The YWPS was planned as a platform where these mid- career water professionals could make their voices heard and present innovative solutions that could be adopted to better plan and manage water resources in Sri Lanka. -
Up-Flow Anaerobic Sludge Blanket (UASB) Technology for Energy Recovery: a Review on State-Of-The-Art and Recent Technological Advances
bioengineering Review Up-Flow Anaerobic Sludge Blanket (UASB) Technology for Energy Recovery: A Review on State-of-the-Art and Recent Technological Advances Matia Mainardis * , Marco Buttazzoni and Daniele Goi Department Polytechnic of Engineering and Architecture (DPIA), University of Udine, Via del Cotonificio 108, 33100 Udine, Italy; [email protected] (M.B.); [email protected] (D.G.) * Correspondence: [email protected] Received: 23 March 2020; Accepted: 8 May 2020; Published: 10 May 2020 Abstract: Up-flow anaerobic sludge blanket (UASB) reactor belongs to high-rate systems, able to perform anaerobic reaction at reduced hydraulic retention time, if compared to traditional digesters. In this review, the most recent advances in UASB reactor applications are critically summarized and discussed, with outline on the most critical aspects for further possible future developments. Beside traditional anaerobic treatment of soluble and biodegradable substrates, research is actually focusing on the treatment of refractory and slowly degradable matrices, thanks to an improved understanding of microbial community composition and reactor hydrodynamics, together with utilization of powerful modeling tools. Innovative approaches include the use of UASB reactor for nitrogen removal, as well as for hydrogen and volatile fatty acid production. Co-digestion of complementary substrates available in the same territory is being extensively studied to increase biogas yield and provide smooth continuous operations in a circular economy perspective. Particular importance is being given to decentralized treatment, able to provide electricity and heat to local users with possible integration with other renewable energies. Proper pre-treatment application increases biogas yield, while a successive post-treatment is needed to meet required effluent standards, also from a toxicological perspective. -
Anaerobic Co-Digestion of Algal Biomass and a Supplemental Carbon Source Material to Produce Methane
Utah State University DigitalCommons@USU All Graduate Theses and Dissertations Graduate Studies 5-2015 Anaerobic Co-Digestion of Algal Biomass and a Supplemental Carbon Source Material to Produce Methane Yousef Soboh Utah State University Follow this and additional works at: https://digitalcommons.usu.edu/etd Part of the Biological Engineering Commons Recommended Citation Soboh, Yousef, "Anaerobic Co-Digestion of Algal Biomass and a Supplemental Carbon Source Material to Produce Methane" (2015). All Graduate Theses and Dissertations. 4485. https://digitalcommons.usu.edu/etd/4485 This Dissertation is brought to you for free and open access by the Graduate Studies at DigitalCommons@USU. It has been accepted for inclusion in All Graduate Theses and Dissertations by an authorized administrator of DigitalCommons@USU. For more information, please contact [email protected]. ANAEROBIC CO-DIGESTION OF ALGAL BIOMASS AND A SUPPLEMENTAL CARBON SOURCE MATERIAL TO PRODUCE METHANE by Yousef Soboh A dissertation submitted in partial fulfillment of the requirements for the degree of DOCTOR OF PHILOSOPHY in Biological Engineering Approved: _________________________________ __________________________ Dr. Ronald C. Sims Mr. Issa A. Hamud Committee Chair Committee Member _________________________________ __________________________ Dr. Mac McKee Dr. Darwin L. Sorensen Committee Member Committee Member _________________________________ __________________________ Dr. Charles D. Miller Dr. Mark R. McLellan Committee Member Vice President for Research and Dean of the School of Graduate Studies UTAH STATE UNIVERSITY Logan, Utah 2015 ii Copyright © Yousef M. Soboh 2015 All Rights Reserved iii ABSTRACT Anaerobic Co-Digestion of Algal Biomass and a Supplemental Carbon Source Material to Produce Methane by Yousef Soboh, Doctor of Philosophy Utah State University, 2015 Major Professor: Dr. -
Anaerobic Treatment of Winery Wastewater and Energy Recycling Using New Anaerobic Filter Process
Power and Energy Engineering Conference 2010 Anaerobic Treatment of Winery Wastewater and Energy Recycling Using New Anaerobic Filter Process Ruyan Yang, Wudi Zhang, Rui Xu, Fang Yin, Jianchang Li, Yubao Chen, Shiqing Liu Key Laboratory of Advanced Technique and Preparation for Renewable Energy Materials, Ministry of Education; Engineering Research Center of Sustainable Development and Utilization of Biomass Energy, Ministry of Education; Provincial Key Laboratory of bioenergy and Environmental Biotechnology; Provincial Key Laboratory of Rural Energy Engineering; Yunnan Normal University, Kunming 650092, P, R. China Email: [email protected], [email protected], Abstract: The investigation was conducted to examine the effectiveness of a double-media anaerobic filter (AF) process for the biogas production and chemical oxygen demand (COD) degradation rate from grape winery wastewater. The experiment was carried in three identical filters, which were a soft and hard packing double- media (SHM) AF, a soft packing single- media(SM) AF, and the hard packing single-media (HM) AF. The results show that the SHM AF for COD removing rate is the best when hydraulic retention time (HRT) is 4days and volume organic loading rate (OLR) is 1.86 kgCOD/m3.d. Meanwhile COD degradation rate is 3 3 87.46%, 72.06%, and 75.32% in three filters; biogas production is 0.43/m /kgCODremoved, 0.35/m / kgCODre- 3 moved, 0.32/m /kgCODremoved respectively; COD degradation rate is 90.95% in SHM AF when OLR is 1.86 kgCOD/m3.d and HRT is 7days. However, if we extend the HRT, COD degradation rate has no significant change, and gas production is lower than before. -
Chapter 5 Industry Subcategorization for Effluent Limitations Guidelines
CHAPTER 5 INDUSTRY SUBCATEGORIZATION FOR EFFLUENT LIMITATIONS GUIDELINES AND STANDARDS 5.0 INTRODUCTION The Clean Water Act requires EPA to consider a number of different factors when developing Effluent Limitations Guidelines and Standards (ELGs) for a particular industry category. These factors include the cost of achieving the effluent reduction, the age of the equipment and facilities, the processes employed, engineering aspects of the control technology, potential process changes, nonwater quality environmental impacts (including energy requirements), and factors the Administrator deems appropriate. One way EPA takes these factors into account is by breaking down categories of industries into separate classes of similar characteristics. The division of a point source category into groups called “subcategories” provides a mechanism for addressing variations among products, raw materials, processes, and other parameters that result in distinctly different effluent characteristics. Regulation of a category by subcategory ensures that each subcategory has a uniform set of effluent limitations that take into account technology achievability and economic impacts unique to that subcategory. The factors that EPA considered in the subcategorization of the CAFO point source category include: • Animal production processes • Waste management and handling practices • Wastes and wastewater characteristics • Waste use practices • Age of equipment and facilities • Facility size • Facility location EPA evaluated these factors and determined that -
Lagoon Systems Can Provide Low-Cost Wastewater Treatment
Spring 1997 Vol. 8, No. 2 L SMALL A F N L O O I W T A S N C L E E S A U Pipeline R I N G H O Small Community Wastewater Issues Explained to the Public Lagoon Systems Can Provide Low-Cost Wastewater Treatment t is no wonder that one of the for homes on large lots in areas where other treatment more efficient, so that less land most popular methods for onsite systems or sewers are too costly or area is necessary, and aerators can be used to I wastewater treatment around the otherwise impractical. Lagoons also work upgrade some existing systems to treat more world is also one of the simplest well for many seasonal rental properties and wastewater. and least expensive. Lagoon systems use recreational areas, because they are able to Every lagoon system must be individually natural and energy-efficient processes to handle intermittent periods of both light and designed to fit its specific site and use. provide low-cost wastewater treatment. heavy use. Designs are based on such factors as the They are one of the most cost-effective type of soil, the amount of land area wastewater treatment options for many What are lagoon systems? available, the climate, and the amount of homes and communities. There are several different types and sunlight and wind in an area. In the U.S., most wastewater treatment names for lagoons and many possible Other important design considerations for lagoons are found in small and rural system designs. Lagoon systems include lagoon systems include the amount and type communities.