Lagoon Systems Can Provide Low-Cost Wastewater Treatment
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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]. -
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. -
Trickling Filter Technology for Treating Abattoir Wastewater
Trickling Filter Technology for Treating Abattoir Wastewater Project code: 2014 /1016 Prepared by: GHD Pty Ltd Date Published: April 2015 Published by: Australian Meat Processor Corporation Disclaimer: The information contained within this publication has been prepared by a third party commissioned by Australian Meat Processor Corporation Ltd (AMPC). It does not necessarily reflect the opinion or position of AMPC. Care is taken to ensure the accuracy of the information contained in this publication. However, AMPC cannot accept responsibility for the accuracy or completeness of the information or opinions contained in this publication, nor does it endorse or adopt the information contained in this report. No part of this work may be reproduced, copied, published, communicated or adapted in any form or by any means (electronic or otherwise) without the express written permission of Australian Meat Processor Corporation Ltd. All rights are expressly reserved. Requests for further authorisation should be directed to the Chief Executive Officer, AMPC, Suite 1, Level 5, 110 Walker Street Sydney NSW. Table of Contents Executive Summary 4 1. Introduction 6 1.1 Project Background 6 1.2 Objectives 6 1.3 Workscope and Basis 6 1.4 Overview 7 2. Treatment of Abattoir Wastewater 11 2.1 Characterisation of Wastewater 11 2.2 Typical Treatment Train 11 2.3 Treatment 12 3. Trickling Filtration 15 3.1 General 15 3.2 Description 15 3.3 Trickling Filter Media 17 3.4 Construction 18 3.5 Recirculation 19 3.6 Air Access / Circulation 19 3.7 Broad Design 19 3.8 Activated Sludge Versus Trickling Filters 22 4. -
General Sewer Plan
CITY OF GRANDVIEW GENERAL SEWER PLAN Prepared by PROJECT NO. 08032 January 2009 CITY OF GRANDVIEW GENERAL SEWER PLAN Prepared by PROJECT NO. 08032 January 2009 TABLE OF CONTENTS Page No. INTRODUCTION AND EXECUTIVE SUMMARY ......................................................................................... 1 INTRODUCTION ............................................................................................................................... 2 REQUIREMENTS.............................................................................................................................. 2 PURPOSE AND OBJECTIVE OF PLAN ........................................................................................... 2 SUMMARY OF RECOMMENDED IMPROVEMENTS ...................................................................... 3 SCHEDULE OF IMPROVEMENTS ................................................................................................... 3 ESTIMATED COSTS AND PROPOSED SEWER SYSTEM FINANCIAL PROGRAM ..................... 3 CHAPTER 1 - BASIC PLANNING INFORMATION ...................................................................................... 4 1.1 BACKGROUND INFORMATION .............................................................................................. 5 Wastewater System Ownership .......................................................................................... 5 Geography ........................................................................................................................... 5 Wastewater -
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. -
Introduction to Ponds, Lagoons, and Natural Systems Study Guide December 2013 Edition
Wisconsin Department of Natural Resources Wastewater Operator Certification Introduction to Ponds, Lagoons, and Natural Systems Study Guide December 2013 Edition Subclass D Wisconsin Department of Natural Resources Bureau of Science Services, Operator Certification Program PO 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 12/06/13 Introduction to Ponds, Lagoons, and Natural Systems Study Guide - December 2013 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". -
Wastewater Treatment Technologies List.Cdr
GK.TAMILGOD.ORG List Of Wastewater Treatment TECHNOLOGIES TECHNOLOGIES G K . T A M I L G O D . O R G G K . TA M I L G O D . O R G A Ta m i l Q A P o r t a l . Wastewater Treatment Technologies Activated sludge model Activated sludge systems Adsorption/Bio-oxidation process Advanced oxidation process Aerated lagoon Aerobic granular reactor Aerobic granular sludge technology Aerobic granulation Aerobic treatment system Anaerobic clarigester Anaerobic digester types Anaerobic digestion Anaerobic filter Anaerobic lagoon Anammox API oil-water separator Belt filter Bioconversion of biomass to mixed alcohol fuels Biofilters Bioreactor Bioretention Biorotor Capacitive deionization Carbon filtering Cesspit Chemical addition wastewater treatment Clarifier Coarse bubble diffusers Composting toilet Constructed wetland Cross-flow filtration Dark fermentation Decentralized wastewater system Diffuser (sewage) Page 01 G K . TA M I L G O D . O R G A Ta m i l Q A P o r t a l . G K . TA M I L G O D . O R G A Ta m i l Q A P o r t a l . Wastewater Treatment Technologies Dissolved air flotation Dissolved gas flotation Desalination Distillation EcocyclET systems Electrocoagulation Electrodeionization Electrodialysis Electrolysis Enhanced biological phosphorus removal Expanded granular sludge bed digestion Extended aeration Facultative lagoon Fenton's reagent Filtration Fine bubble diffusers Flocculation & sedimentation Flotation process Forward osmosis Froth flotation Hydrocyclone Imhoff tank Induced gas flotation Ion exchange Lamella clarifier (inclined plate clarifier)[1] Living machines Maceration (sewage) Media filter Membrane bioreactor Membrane distillation Membrane fouling Microbial fuel cell Microflotation Moving bed biofilm reactor Page 02 G K . -
Sewage/ Wastewater Treatment Technologies 1. Activated Sludge
Sewage/ Wastewater Treatment Technologies 1. Activated Sludge Process The most common suspended growth process used for municipal wastewater treatment is the activated sludge process. The municipal wastewater treatment is the BOD-removal. The removal of BOD is done by a biological process, such as the suspended growth treatment process. This biological process is an aerobic process and takes place in the aeration tank, in where the wastewater is aerated with oxygen. By creating good conditions, bacteria will grow fast. The grow of bacteria creates flocks and gases. These flocks will removed by a secondary clarifier. In the activated sludge process, the dispersed-growth reactor is an aeration tank or basin containing as suspension of the wastewater and microorganisms, the mixed liquor. The contents of the aeration tank are mixed vigorously by aeration devices which also supply oxygen to the biological suspension. Aeration devices commonly used include submerged diffusers that release compressed air and mechanical surface aerators that introduce air by agitating the liquid surface. Hydraulic retention time in the aeration tanks usually ranges from 3 to 8 hours but can be higher with high BOD5 wastewaters. Following the aeration step, the microorganisms are separated from the liquid by sedimentation and the clarified liquid is secondary effluents. A portion of the biological sludge is recycled to the aeration basin to maintain a high mixed-liquor suspended solids (MLSS) level. The remainder is removed from the process and sent to sludge processing to maintain a relatively constant concentration of microorganisms in the system. Several variation of the basic activated sludge process, such as extended aeration and oxidation ditches, are in common use, but the principal are similar: 2. -
2021 OKG58 Fact Sheet
FACT SHEET FOR THE GENERAL PERMIT TO DISCHARGE WASTEWATER FROM MUNICIPAL LAGOONS TO WATERS OF THE UNITED STATES UNDER THE OKLAHOMA POLLUTANT DISCHARGE ELIMINATION SYSTEM (OPDES) DEQ Permit No.: OKG58 Applicant: Operators of Discharging Facultative Municipal/Domestic Lagoons Located in the State of Oklahoma Issuing Office:: Oklahoma Department of Environmental Quality Water Quality Division 707 N. Robinson P.O. Box 1677 Oklahoma City, OK 73101-1677 Prepared By: Kelly Pham, P.E., Permit Writer Municipal Discharge and Stormwater Permit Section Water Quality Division Date Prepared: January 12, 2021 Date Modified: March 4, 2021 Reviewed By: Michael B. Moe, P.E., Engineering Manager Municipal Discharge and Stormwater Permit Section Water Quality Division Patrick Rosch, P.E., Engineering Manager Municipal Wastewater Group Water Quality Division Permit Action: Renewal of a general permit for discharge of treated wastewater from facultative municipal/domestic lagoons. General Permit OKG58 for Discharge from Facultative Lagoons General Permit OKG58 FACT SHEET Page 2 I. PURPOSE AND SCOPE OF PERMIT The purpose of the General Wastewater Discharge Permit OKG58 (the permit) is to expedite the permitting process for municipal facultative lagoons that discharge generally small quantities (less than one million gallons per day) of treated wastewater with relatively low risk of water quality degradation to the receiving streams. The permit provides a uniform measure of environmental protection consistent with all the laws, rules and regulations of the Oklahoma Department of Environmental Quality (DEQ) and the Environmental Protection Agency (EPA). Facilities that meet qualifying requirements specified in Section I.A and meet the restrictions for receiving waters specified in Section I.B may be granted an authorization by the DEQ to discharge under the permit. -
Optimization of Lagoon Operation
OPTIMIZATION OF LAGOON OPERATION A BEST PRACTICE BY THE NATIONAL GUIDE TO SUSTAINABLE MUNICIPAL INFRASTRUCTURE Optimization of Lagoon Operation Issue No. 1.0 Publication Date: August 2004 © 2004 Federation of Canadian Municipalities and National Research Council The contents of this publication are presented in good faith and are intended as general guidance on matters of interest only. The publisher, the authors and the organizations to which the authors belong make no representations or warranties, either express or implied, as to the completeness or accuracy of the contents. All information is presented on the condition that the persons receiving it will make their own determinations as to the suitability of using the information for their own purposes and on the understanding that the information is not a substitute for specific technical or professional advice or services. In no event will the publisher, the authors or the organizations to which the authors belong, be responsible or liable for damages of any nature or kind whatsoever resulting from the use of, or reliance on, the contents of this publication. Optimization of Lagoon Operations Table of Contents TABLE OF CONTENTS Introduction ........................................................................................................ v Acknowledgements........................................................................................... vii Executive Summary........................................................................................... xi 1. General......................................................................................................... -
Iowa Wastewater Facilities Design Standards
Preliminary Draft Dated 6/18/2018 IOWA WASTEWATER FACILITIES DESIGN STANDARDS CHAPTER 18C WASTEWATER TREATMENT PONDS (LAGOONS) 18C.l GENERAL 18C.1.1 Applicability 18C.1.2 Variances 18C.1.3 Explanation of Terms 18C.1.4 Scope of Standard 18C.2 SUPPLEMENT TO ENGINEER'S REPORT 18C.2.l Area Development 18C.2.2 Area Planning 18C.2.3 Site Description 18C.2.4 Field Tile 18C.2.5 Soils Testing 18C.2.6 Water Supply Characteristics 18C.3 LOCATION 18C.3.l Site Inspection 18C .3.2 Future Expansion 18C.3.3 Prevailing Winds 18C.3.4 Surface Runoff 18C.3.5 Hydrology 18C.3.5.l Horizontal Separation 18C.3.5.2 Vertical Separation 18C.3.5.3 Perched Groundwater 18C.3.6 Geology 18C.3.6.l Karst Features 18C.3.6.2 Bedrock Separation 18C.3.7 Flooding Protection 18C.4 DESIGN LOADINGS 18C.4.l Hydraulic 18C.4.1.1 Controlled Discharge Ponds 18C.4.1.2 Aerated Ponds 18C.4.1.3 Other Waste Sources 18C.4.2 Organic Preliminary Draft Dated 6/18/2018 18C.4.3 Industrial Wastes 18C.5 CONTROLLED DISCHARGE POND DESIGN 18C.5.l Number of Cells 18C.5.1.1 Two Cells 18C.5.1.2 Three Cells 18C.5.2 Organic Loading 18C.5.2.l Two Cells 18C.5.2.2 Three or More Cells 18C.5.3 Hydraulic Storage 18C.5.3.1 Entire System 18C.5.3.2 Secondary Cells 18C.5.3.3 Greater Times 18C.5.4 Liquid Depths 18C.5.4.1 Primary Cells 18C.5.4.2 Secondary Cells 18C.5.5 Piping Arrangement 18C.5.5.1 Reliability 18C.5.5.2 Cell Isolation 18C.5.5.3 Influent 18C.5.5.4 Effluent 18C.5.6 Control Structures 18C.5.6.1 Influent Structure 18C.5.6.2 Inter-Cell Structure 18C.5.6.3 Effluent Structure 18C.6 AERATED FACULTATIVE POND -
A Study of Two Facultative Lagoons for Municipal Wastewater Treatment in Iowa
Proceedings of the Iowa Academy of Science Volume 83 Number Article 6 1976 A Study of Two Facultative Lagoons for Municipal Wastewater Treatment in Iowa Kevin N. Nelson Iowa State University Lavene K. Payne Iowa State University Ruth B. Wildman Iowa State University Let us know how access to this document benefits ouy Copyright ©1976 Iowa Academy of Science, Inc. Follow this and additional works at: https://scholarworks.uni.edu/pias Recommended Citation Nelson, Kevin N.; Payne, Lavene K.; and Wildman, Ruth B. (1976) "A Study of Two Facultative Lagoons for Municipal Wastewater Treatment in Iowa," Proceedings of the Iowa Academy of Science, 83(4), 133-142. Available at: https://scholarworks.uni.edu/pias/vol83/iss4/6 This Research is brought to you for free and open access by the Iowa Academy of Science at UNI ScholarWorks. It has been accepted for inclusion in Proceedings of the Iowa Academy of Science by an authorized editor of UNI ScholarWorks. For more information, please contact [email protected]. Nelson et al.: A Study of Two Facultative Lagoons for Municipal Wastewater Treat A Study of Two Facultative Lagoons for Municipal Wastewater Treatment in Iowa KEVIN N. NELSON, LAVENE K. PAYNE, and RUTH B. WILDMAN 1 NELSON, KEVIN N., LA VENEK. PAYNE, AND RUTH B. WILDMAN locations in each cell. The composition and density of the phytoplankton was (Department of Botany and Plant Pathology, Iowa State University, Ames, Iowa monitored, and total and fecal coliform counts were made. A diurnal study 50011). A study of two facultative lagoons for municipal wastewater treatment showed wide fluctuations in the chemical composition of influent wastewater.