Process Design Manual for Small Wastewater Works Small Wastewater Works

Total Page:16

File Type:pdf, Size:1020Kb

Process Design Manual for Small Wastewater Works Small Wastewater Works Process Design Manual For TT 389 Process Design Manual For Small Wastewater Works Small Wastewater Works DJ Nozaic & SD Freese TT 389/09 Water Research Commission PROCESS DESIGN MANUAL FOR SMALL WASTEWATER WORKS Report to the Water Research Commission by DJ Nozaic and SD Freese on behalf of Waterscience CC WRC REPORT NO. TT 389/09 APRIL 2009 Obtainable from Water Research Commission Private Bag X03 Gezina 0031 The publication of this report emanates from a project entitled “Design Manual for Small Sewage Treatment Works” (WRC Project No. K5/1660) DISCLAIMER This report has been reviewed by the Water Research Commission (WRC) and approved for publication. Approval does not signify that the contents necessarily reflect the views and policies of the WRC, nor does mention of trade names or commercial products constitute endorsement or recommendation for use. ISBN 978-1-77005-826-2 Printed in the Republic of South Africa ii EXECUTIVE SUMMARY INTRODUCTION The official starting date of this project was 1 April 2006 and the project was scheduled for completion in May 2008. However, due to the Project Steering Committee requesting the inclusion of material that was additional to that specified in the original proposal, the completion date for the project was extended to September 2008. The motivation for conducting such a project was based on the fact that 'A Guide to the Design of Sewage Purification Works' was first published in 1973 by the then Southern African Branch of the Institute for Water Pollution Control (IWPC) and over the years this useful reference document has become known as the 'Black Book'. This guide was revised and republished in 1987, the same year that the IWPC became the Institute of Water and Environmental Management and the same year in which the Water Institute of Southern Africa was formed. A major decision taken by the Branch Council was that the revised publication should be applicable to sewage works treating up to 5 Ml/day of domestic sewage as there was concern that the revised book should not be used as a type of “do-it-yourself manual” by people lacking adequate expertise to design such a works. The purpose of the 1987 revised publication was to update outdated information, include new processes and provide the information in a more user-friendly manner. The 1987 revision of the Manual was intended to be less of a guide to design, and more of a manual to assist firstly designers, and secondly engineers and/or chemists who may be required to approve the designs for smaller domestic sewage works treating up to 5 Ml/d. Since publication of the revised edition of the Manual for Design of Small Sewage Treatment Works in 1987, no further revision has been carried out, despite that fact that since then there have been a number of new technologies introduced into wastewater. It is obvious that the manual is in need of updating as several new processes are available and the understanding of the activated sludge process, in particular, has advanced significantly since then. The manual also does not consider processes used in small plants of the package plant type as are commonly used in housing complexes. It is clear that with technological advances and a number of changes in the procedures used in plant operation, a new manual, covering these changes, is required. Another change to the manual is that the maximum capacity of 5 Ml/d stipulated in previous versions is considered arbitrary and irrelevant. Although the manual is designed with smaller wastewater plants in mind, it needs to be borne in mind that much of the information and design calculations are applicable to much larger plants and not confined to works of 5 Ml/d or less. Many larger plants have been built in stages over extended periods of time, resulting in plants consisting of a iii number of smaller modules. In such cases this manual could be of particular relevance. The manual is however written with smaller wastewater works in mind and is intended to assist in designing, approving and operation of these smaller plants. AIMS This aims of this project were to: Produce a preliminary manual after sourcing literature sources and extracting information from these literature sources. Consult with other specialists in fields where this is considered necessary. Produce an internally edited and reviewed draft manual for submission to a steering committee for peer review Produce the final Design Manual for Small Sewage Treatment Plants including the comments, recommendations etc. obtained after peer review of the draft manual Conduct workshops to disseminate the information contained in the Manual to coincide with WISA 2008. METHODOLOGY The initial part of this project involved review of the existing manual. It was proposed to update this manual wherever necessary, particularly the biological filter and activated sludge chapters, and to add chapters on rotating biocontactors (RBC) and submerged media reactors. Once the manual had been comprehensively reviewed, a thorough literature study was conducted to ensure that wastewater treatment practices used both locally and internationally were covered. This made it possible to identify the key issues that needed to be addressed in compiling a new manual and also highlighted any gaps that existed in the previous manual. The regulatory aspects and new legislative requirements were carefully considered in terms of how they were expected to impact on this manual. A final draft of the manual was proof-read by A Pitman, to check for content and errors, before being circulated to the Steering Committee members for comment. iv ACKNOWLEDGEMENTS The research in this report emanates from a project funded jointly by the Water Research Commission r and entitled: Design Manual for Small Sewage Treatment Works. The Steering Committee responsible for this project consisted of the following persons: Dr HG Snyman : Water Research Commission (Chairperson) Mr DJ Nozaic : Waterscience CC (Project Leader) Mrs SD Freese : Waterscience CC (Researcher) Mr CS Crawford : Department of Water Affairs and Forestry, DWAF Prof WA Pretorius : PretWatSpes Mr W Alexander : Alexander Process Consulting Mr APC Warner : PD Naidoo & Associates (Pty) Ltd, PDNA Mrs MM Komape : Department of Water Affairs and Forestry, DWAF The financing of the project by the Water Research Commission and the contribution of the members of the Steering Committee are gratefully acknowledged. The assistance of Mr A Pitman in proof reading the document is also gratefully acknowledged. A number of diagrams and photographs used in this manual were obtained from the eWISA website. Gareth McConkey and the rest of the eWISA team are gratefully acknowledged for the use of this material. The eWISA website provides excellent information on a wide variety of topics dealing with water and wastewater and is a highly recommended site for anyone involved in the water and wastewater fields. Visit www.ewisa.co.za. Alistair Hunter is thanked for assisting in obtaining some of the excellent quality photographs obtained in this manual. Narina Ramdhaw is thanked for her excellent drawings which appear in Chapter 7. Kim Hodgson is also acknowledged for ensuring that references made to legislation that is currently under revision (Regulation 2834 of the National Water Act) was correct at the time of publishing. v vi TABLE OF CONTENTS EXECUTIVE SUMMARY .............................................................................................................................. iii ACKNOWLEDGEMENTS ............................................................................................................................. v TABLE OF CONTENTS ............................................................................................................................... vii LIST OF FIGURES ..................................................................................................................................... xvii LIST OF TABLES ........................................................................................................................................ xix GLOSSARY ................................................................................................................................................ xxi CHAPTER 1 .................................................................................................................................................. 1 1. INTRODUCTION ................................................................................................................................... 1 1.1 INTRODUCTION ........................................................................................................................... 1 1.2 HOW TO USE THE DESIGN MANUAL ........................................................................................ 2 CHAPTER 2 .................................................................................................................................................. 3 2. DESIGN PRELIMINARIES .................................................................................................................... 3 2.1 GUIDE TO ESTABLISHING A WASTEWATER WORKS............................................................. 3 2.1.1 INTRODUCTION ................................................................................................................... 3 2.1.2 Effluent Standards ................................................................................................................. 4 2.1.3 Sludge
Recommended publications
  • 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].
    [Show full text]
  • Private Event Industry Professionals of New York City
    Last Modified on 5/28/2020 Authored by: Private Event Industry Professionals of New York City 1 This is a working document and not intended for official use. Table of Contents Objective Page 3 Guest Experience Page 4 Guest Arrival to Venue Page 4 Check In/Registration Process Page 4 Coat Check Page 5 Elevators to Event Space Page 6 Stairs to Event Space Page 6 Restrooms Page 6 Guest Departure Page 7 Prior to Arrival – Venue Preparation Page 7 Culinary/Food & Beverage Services Page 8 Objectives Page 8 Cocktail Reception Page 8 Plated Events Page 9 Social Events Page 9 Conferences Page 10 Sanitization & Cleaning Page 11 Objectives Page 11 Employee Health Page 11 Physical Distancing Page 12 Physical Hygiene and PPE Page 12 Contact Surfaces and Sanitization Procedures Page 13 Definitions Page 14 Employee Relations Page 14 Creative Partners Page 16 Objectives Page 16 All Creative Partners Page 16 Audio Visual and Technology Services Page 16 Caterers Page 17 Design & Décor Page 17 Entertainment Page 17 Parking Page 17 Photographers and Videographers Page 17 Rentals Page 17 Health Certification Form Page 18 Participants Page 19 Creative Partners and Peer Review Page 20 2 This is a working document and not intended for official use. Objective Private Events are the lifeblood of New York City and an engine of prosperity for the city and state. Without private and public events, our cultural, political, economic, and physical landscapes have been dramatically altered. Groups gathering for a common purpose, whether it be celebrating a milestone event, supporting the fundraising efforts of a local hospital, a large scale political rally for elected officials or participating in a company wide sales meeting not only help us memorialize our most special occasions, but also foster the community dynamic that is so distinctive in New York City.
    [Show full text]
  • 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.
    [Show full text]
  • 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
    [Show full text]
  • Reaching the Last Mile Innovative Business Models for Inclusive Development Public Disclosure Authorized Editors Elaine Tinsley and Natalia Agapitova
    Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Reaching the Last Mile Innovative Business Models for Inclusive Development Public Disclosure Authorized Editors Elaine Tinsley and Natalia Agapitova Reaching the Last Mile Social Enterprise Business Models for Inclusive Development Editors Elaine Tinsley and Natalia Agapitova © Copyright March 2018 The World Bank 1818 H Street, NW Washington, D.C. 20433 All rights reserved Photos: cover-bottom middle (Anvar Ilyasov/World Bank); p. 4, cover-top middle (AishaFaquir/ World Bank); p. 17 (egwestcentre.com); p. 32 (Text2Teach); p. 34, cover-bottom left (Jonathan Ernst/World Bank); p. 70 (ABBAS Farzami-Runi Consultancy/World Bank); p. 71 (Huong Lan Vu/World Bank); p. 86 (Trevor Samson/World Bank); p. 87 (Merck for Mothers); p. 100 (Arogya Triage@Home); p. 103, 182 (Living Goods); p. 121 (thebetterindia.com); p. 134 (LV Prasad Eye Institute); p. 137 (salaUno); p. 148 (Dominic Chavez/World Bank); p. 149 (AFRIpads); p. 163 (Jayashree Industries); p. 167 (Elmvh/Wikimedia Commons); p. 185 (ABN AMRO); p. 188 (Dana Smillie/World Bank); p. 189 (www.thinkindia.net.in); p. 200 (Mobisol); p. 204 (Onergy India); p. 217 (Devergy); p. 222, cover-top left (Graham Crouch/ World Bank); p. 223 (Allison Kweseli/World Bank); pp. 225, 238 (Ghana Wash Project); pp. 235, 265 (Safe Water Network India); p. 240, cover-bottom right (Curt Carnemark/ World Bank); pp. 241, 255 (Sanergy); p. 252 (Clean Team Ghana); p. 258 (Fresh Life); p. 259 (Almin Zrno/World Bank); p. 261 (WeCyclers); p. 286 (Farhana Asnap/World Bank); p. 287 (Simgas); p. 314 (Peter Kapuscinski/World Bank); p.
    [Show full text]
  • Micro-, Small-, and Medium-Enterprises (Msmes)
    Contents I. Introduction .....................................................................................................Error! Bookmark not defined. II. Analysis – role of MSMEs in fulfilling the SDGs ............................................Error! Bookmark not defined. Goal 1. End poverty in all its forms everywhere ….…………………………………………………………………………4 Goal 2. End hunger, achieve food security and improved nutrition and promote sustainable agriculture.. ..... Error! Bookmark not defined. Goal 3. Ensure healthy lives and promote well-being for all at all ages. .........Error! Bookmark not defined. Goal 4. Ensure inclusive and equitable quality education and promote lifelong learning opportunities for all ……………………………………………………………………………………………………………….….. 10 Goal 5. Achieve gender equality and empower all women and girls. ...............Error! Bookmark not defined. Goal 6. Ensure availability and sustainable management of water and sanitation for all …………... 14 Goal 7. Ensure access to afforadble, reliable, sustainable and modern energy for all ………………... 16 Goal 8. Promote sustained, inclusive and sustainable economic growth, full and productive employment and decent work for all. ..............................................................................................Error! Bookmark not defined. Goal 9. Build resilient infrastructure, promote inclusive and sustainable industrialization and foster innovation. ...........................................................................................................Error! Bookmark
    [Show full text]
  • 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".
    [Show full text]
  • Doctor of Philosophy
    KWAME NKRUMAH UNIVERSITY OF SCIENCE AND TECHNOLOGY KUMASI, GHANA Optimizing Vermitechnology for the Treatment of Blackwater: A Case of the Biofil Toilet Technology By OWUSU, Peter Antwi (BSc. Civil Eng., MSc. Water supply and Environmental Sanitation) A Thesis Submitted to the Department of Civil Engineering, College of Engineering in Partial Fulfilment of the Requirements for the Degree of Doctor of Philosophy October, 2017 DECLARATION I hereby declare that this submission is my own work towards the PhD and that, to the best of my knowledge, it contains no material previously published by another person nor material which has been accepted for the award of any other degree of any university, except where due acknowledgement has been made in the text. OWUSU Peter Antwi ………………….. ……………. (PG 8372212) Signature Date Certified by: Dr. Richard Buamah …………………. .................... (Supervisor) Signature Date Dr. Helen M. K. Essandoh (Mrs) …………………. .................... (Supervisor) Signature Date Prof. Esi Awuah (Mrs) …………………. .................... (Supervisor) Signature Date Prof. Samuel Odai …………………. .................... (Head of Department) Signature Date i ABSTRACT Human excreta management in urban settings is becoming a serious public health burden. This thesis used a vermi-based treatment system; “Biofil Toilet Technology (BTT)” for the treatment of faecal matter. The BTT has an average household size of 0.65 cum; a granite porous filter composite for solid-liquid separation; coconut fibre as a bulking material and worms “Eudrilus eugeniae”
    [Show full text]
  • June 2014 On-Board Survey | Verbatim Comments
    Caltrain 2014 On-Board Survey Verbatim Comments Corey, Canapary & Galanis Caltrain | June 2014 On-Board Survey | Verbatim Comments Train Comment 101 COST TOO HIGH FOR 2 ZONE. 101 PLEASE DO A BETTER JOB OF ENFORCING THE "SHORT AND QUIET" CELL PHONE POLICY. CONDUCTORS SHOULD SPEAK TO INDIVIDUALS WHO ARE DISREGARDING IT. 101 ADD A SB TRAIN BETWEEN 7:30 PM - 8:40 PM, WIFI SO EVERYONE QUITS WHINING. 101 REAL TIME WEBSITE 101 NEED MORE TRAIN STOP AT SAN MATEO! 102 MY ONLY CONCERN WOULD BE THE SCHEDULE SOMETIMES THE TRAIN SCHEDULE DOES NOT WORK WITH MY WORK SCHEDULE. 102 THE RESTROOM OFTEN SMELL BAD AND IT LINGERS INTO OTHER AREAS 102 CLIPPER IS AWFUL. AN ANCIENT SYSTEM. TAGGING NOT NEEDED FOR MONTHLY AUTO UPDATES, STAFF ON TRAINS 102 ARE GREAT NEED MORE BIKE SPACES-IT GETS VERY BUSY AND THERE HAVE BEEN MANY TIMES I HAVE BEEN TURNED AWAY. 102 ENFORCE THAT PEOPLE HAVE A TAG ON BIKE, DO NOT LET THEM RIDE IF THEY DON’T. 102 TRAINS RUN LATE, ESPECIALLY LOCAL TRAINS....MORNING TRAINS ARE USUALLY GOOD ON TIME, AND COMMUTE HOUR TIMING IS GREAT, BUT MIDDAY IS NO GOOD. 102 PLEASE ADD WIFI 142 SAFETY IMPROVE - WEIRD PEOPLE TEND TO STAY ON STATION. 142 BULLY CONDUCTORS NEED TO STOP! 142 THE RESTROOM ON THE OLDER TRAINS ARE TOO SMALL FOR AN ADULT. ONE CAN'T USE THE TOILET WITHOUT CONSTANTLY ELBOWING THE WALL. AIRPLANES HAVE LARGER LAVATORIES AND A BETTER USEABLE FAUCET. MAJOR DELAYS ARE HANDLED POORLY. ONLY PIECES OF INFORMATION ARE TOLD TO THE CONDUCTORS AND PASSENGERS WHO ARE OFTEN LEFT WAITING IN THE COLD FOR HOURS.
    [Show full text]
  • 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 .
    [Show full text]
  • 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.
    [Show full text]
  • Design Data on Suspension Systems of Selected Rail Passenger Cars RR 5931R 5021
    Design Data on Suspension U.S. Department Systems of Selected Rail of Transportation Federal Railroad Passenger Cars Administration Office of Research and Development Washington, DC 20590 ~ail Vehicles & lonents NOTICE This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. NOTICE The United States Government does not endorse products or manufacturers. Trade or manufacturers' names appear herein solely because they are considered essential to the objective of this report. Form Approved REPORT DOCUMENTATION PAGE OMS No. 0704-0188 " Public reporting bulden for this collection of infonnation is estimated to average 1 hourper response. including the time for naviewing instructions. sean:hin9 existing data sources. gathering and maintaining the data needed. and completing and naviewing the collection of information. send comments regarding this bulden estimate or any other aspect of this collection of information. including suggestions for reducing this bulden. to WashingICn Headquarters services Dinactorata for Information Operations and Reports, 1215 Jefferson Davis Highway. SUite 1204, Arlington. VA 22202-4302. and to the Office of Management and Budget, Paperworlc Reduction Project (07~188). Washington. DC 20503. 1. AGENCY USE ONLY (Leave blank) 2. REPORT DATE 3. REPORT TYPE AND OATES COVE~EO July 1996 Final Report ~ober1993-December1994 4. TITLE AND SUBnTLE S. FUNDING NUMBERS Design Data on Suspension Systems of Selected Rail Passenger Cars RR 5931R 5021 6. AUTHORS Alan J. Bing. Shaun R. Berry and Hal B. Henderson 7. PERFORMING ORGANIZAnON NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANlZAnON Arthur D.
    [Show full text]