Faecal Sludge and Septage Treatment: a Guide For
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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%. -
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 -
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. -
Guidelines for the Reuse of Gray Water
GUIDELINES FOR THE REUSE OF GRAY WATER Prepared by Hawaii State Department of Health Wastewater Branch June 22, 2009 STATE OF HAWAII, DEPARTMENT OF HEALTH GUIDELINES FOR THE REUSE OF GRAY WATER TABLE OF CONTENTS Chapters Page I Introduction .................................................................................. 1 II What is Gray Water? .................................................................... 2 III Gray water Health and Safety Concerns ...................................... 3 IV Characterizing Gray Water........................................................... 5 V Acceptable Uses for Gray Water.................................................. 8 VI Effects of Gray Water on Plants................................................... 9 VII Gray Water System General Requirements ................................. 15 VIII Gray Water System Design Consideration................................... 17 IX Gray Water System Maintenance................................................. 22 Appendix A. Gray Water System Design B. Washing Machine Water Reuse C. Example Calculations D. Percolation Rates E. Evapotranspiration Maps F. Gray Water Committee Members G. Waiver Letters from the Counties Guidelines for the Reuse of Gray Water June 22, 2009 Foreword The Department of Health has supported water reuse provided public health is not compromised. The Hawaii Legislature has urged the Department of Health to develop gray water recycling guidelines in House Resolution 290 of the twenty-fourth Legislature in 2008 and House Concurrent -
Glossary of Wastewater Terms
Glossary of Wastewater Terms Activated Sludge Sludge that has undergone flocculation forming a bacterial culture typically carried out in tanks. Can be extended with aeration. Advanced Primary Treatment The use of special additives to raw wastewater to cause flocculation or clumping to help settling before the primary treatment such as screening. Advanced Wastewater Treatment Any advanced process used above and beyond the defacto typical minimum primary and secondary wastewater treatment. Aerobic Wastewater Treatment Oxygen dependent wastewater treatment requiring the presence of oxygen for aerobic bacterial breakdown of waste. Alkalinity A measure of a substances ability to neutralize acid. Water containing carbonates, bicarbonates, hydroxides, and occasionally borates, silicates, and phosphates can be alkaline. Alkaline substances have a pH value over 7 Anaerobic Wastewater Treatment Wastewater treatment in the absence of oxygen, anaerobic bacteria breakdown waste. Bacteria Single cell microscopic living organisms lacking chlorophyll, which digest many organic and inorganic substances. An essential part of the ecosystem including within human beings. Bioengineering The use of living plants as part of the system, be it wastewater treatment, erosion control, water polishing, habitat repair and on. Biosolids Rich organic material leftover from aerobic wastewater treatment, essentially dewatered sludge that can be re-used. BOD - Biochemical Oxygen Demand Since oxygen is required in the breakdown or decomposition process of wastewater, its "demand" or BOD, is a measure of the concentration of organics in the wastewater. Clarifier A piece of wastewater treatment equipment used to "clarify" the wastewater, usually some sort of holding tank that allows settling. Used when solids have a specific gravity greater than 1. -
The Rise of Dalit Peasants Kolhi Activism in Lower Sindh
The Rise of Dalit Peasants Kolhi Activism in Lower Sindh (Original Thesis Title) Kolhi-peasant Activism in Naon Dumbālo, Lower Sindh Creating Space for Marginalised through Multiple Channels Ghulam Hussain Mahesar Quaid-i-Azam University Department of Anthropology ii Islamabad - Pakistan Year 2014 Kolhi-Peasant Activism in Naon Dumbālo, Lower Sindh Creating Space for Marginalised through Multiple Channels Ghulam Hussain Thesis submitted to the Department of Anthropology, Quaid-i-Azam University Islamabad, in partial fulfillment of the degree of ‗Master of Philosophy in Anthropology‘ iii Quaid-i-Azam University Department of Anthropology Islamabad - Pakistan Year 2014 Formal declaration I hereby, declare that I have produced the present work by myself and without any aid other than those mentioned herein. Any ideas taken directly or indirectly from third party sources are indicated as such. This work has not been published or submitted to any other examination board in the same or a similar form. Islamabad, 25 March 2014 Mr. Ghulam Hussain Mahesar iv Final Approval of Thesis Quaid-i-Azam University Department of Anthropology Islamabad - Pakistan This is to certify that we have read the thesis submitted by Mr. Ghulam Hussain. It is our judgment that this thesis is of sufficient standard to warrant its acceptance by Quaid-i-Azam University, Islamabad for the award of the degree of ―MPhil in Anthropology‖. Committee Supervisor: Dr. Waheed Iqbal Chaudhry External Examiner: Full name of external examiner incl. title Incharge: Dr. Waheed Iqbal Chaudhry v ACKNOWLEDGEMENT This thesis is the product of cumulative effort of many teachers, scholars, and some institutions, that duly deserve to be acknowledged here. -
Guidelines for Using Urine and Blackwater Diversion Systems in Single-Family Homes
FOR PROTECTION OF THE BALTIC SEA ENVIRONMENT Guidelines for Using Urine and Blackwater Diversion Systems in Single-Family Homes Author: Maria Lennartsson & Peter Ridderstolpe Editor: Gunnar Norén, Executive Secretary, Coalition Clean Baltic Language: Carl Etnier and Diana Chace This brochure discusses two different systems for ecological sanitation in single family homes: urine diversion and blackwater diversion. It presents practical information and technical guidelines for installing and operating the systems, as well as for using urine and blackwater in agriculture. Introduction The primary purpose of a wastewater system is to provide a good sanitary environment in and around the home. This can be done in many different ways. A common solution for single-family homes outside urban areas has been to infiltrate the wastewater into the ground, after treatment in a septic tank. This is safe as long as the wastewater is discharged below the surface, and soil conditions and groundwater levels are appropriate. In the last decade, it has become more common to view wastewater as a resource. In the first place, water itself is regarded as a limited resource. Also, there is increased recognition that the nutrients in wastewater can be recycled through agriculture if the material can be properly disinfected. This has led to the development of new wastewater technologies, including source-separating systems in which either urine or blackwater (urine + feces) is collected separately. In this way, between 70 and 90% of all the nutrients in wastewater can be collected and used in agriculture. We will use the term ecological sanitation to describe this method of closing nutrient loops. -
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” -
Faecal Sludge)
SFD Manual – Volume 1 and 2 Version 2.0 I Last updated: April 2018 ©Copyright All SFD Promotion Initiative materials are freely available following the open-source concept for capacity development and non-profit use, so long as proper acknowledgement of the source is made when used. Users should always give credit in citations to the original author, source and copyright holder. The complete Manual for SFD Production and SFD Reports are available from: www.sfd.susana.org Contents Volume 1 1. Introduction ............................................................................................................................... 2 1.1. Purpose of this manual ..................................................................................................... 3 2. Key definitions of the SFD-PI ................................................................................................... 3 3. Levels of SFD Report ............................................................................................................... 5 3.1. ‘Level 1’ - Initial SFD ......................................................................................................... 6 3.2. ‘Level 2’ - Intermediate SFD ............................................................................................. 6 3.3. ‘Level 3’ - Comprehensive SFD ........................................................................................ 6 3.4. SFD Lite ........................................................................................................................... -
The Activated Sludge Process Part 1 Revised July 2014
Wastewater Treatment Plant Operator Certification Training Module 15: The Activated Sludge Process Part 1 Revised July 2014 This course includes content developed by the Pennsylvania Department of Environmental Protection (Pa. DEP) in cooperation with the following contractors, subcontractors, or grantees: The Pennsylvania State Association of Township Supervisors (PSATS) Gannett Fleming, Inc. Dering Consulting Group Penn State Harrisburg Environmental Training Center MODULE 15: THE ACTIVATED SLUDGE PROCESS - PART 1 Topical Outline Unit 1 – General Description of the Activated Sludge Process I. Definitions A. Activated Sludge B. Activated Sludge Process II. The Activated Sludge Process Description A. Organisms B. Secondary Clarification C. Activated Sludge Process Control III. Activated Sludge Plants A. Types of Plants B. Factors that Upset Plant Operation IV. Unit Review V. References Unit 2 – Aeration I. Purpose of Aeration II. Aeration Methods A. Mechanical B. Diffused III. Aeration Systems A. Mechanical Aeration Systems B. Diffused Aeration Systems Bureau of Safe Drinking Water, Department of Environmental Protection Wastewater Treatment Plant Operator Training i MODULE 15: THE ACTIVATED SLUDGE PROCESS - PART 1 IV. Safety Procedures A. Aeration Tanks and Clarifiers B. Surface Aerators C. Air Filters D. Blowers E. Air Distribution System F. Air Headers and Diffusers V. Review VI. References Unit 3 – New Plant Start-Up Procedures I. Purpose of Plant and Equipment Review A. Document Familiarization B. Equipment Familiarization II. Equipment and Structures Check A. Flow Control Gates and Valves B. Piping and Channels C. Weirs D. Froth Control System E. Air System F. Secondary Clarifier III. Process Start-Up A. Process Units B. Process Control IV. Unit Review V. -
Lesson B1 RESOURCE MANAGEMENT SANITATION
EMW ATER E -LEARNING COURSE PROJECT FUNDED BY THE EUROPEAN UNION LESSON A1: C HARACTERISTIC , A NALYTIC AND SAMPLING OF WASTEWATER Lesson B1 RESOURCE MANAGEMENT SANITATION Authors: Holger Gulyas Deepak Raj Gajurel Ralf Otterpohl Institute of Wastewater Management Hamburg University of Technology Hamburg, Germany Revised by Dr. Yavuz Özoguz data-quest Suchi & Berg GmbH Keywords Anaerobic digestion, Bio-gas, Black water, Brown water, Composting/Vermicomposting, Composting/dehydrating toilet, Ecological sanitation, Grey water, Rottebehaelter, Sorting toilet, Vacuum toilet, Yellow water, EMW ATER E -LEARNING COURSE PROJECT FUNDED BY THE EUROPEAN UNION LESSON A1: C HARACTERISTIC , A NALYTIC AND SAMPLING OF WASTEWATER Table of content 1. Material flows in domestic wastewater....................................................................4 1.1 Different sources..................................................................................................4 1.2 Characteristics of different streams...................................................................4 1.3 Yellow water as fertilizer .....................................................................................6 1.4 Brown water as soil conditioner.........................................................................8 2. Conventional sanitation systems and their limitations..........................................9 3. Conventional decentralised sanitation systems – benefits and limitations.......12 4. Resource Management Sanitation .........................................................................14