Guidelines for the Reuse of Gray Water
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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 ........................................................................................................................... -
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 -
Graywater Safety
L-5480 9-08 Onsite wastewater treatment systems Graywater tank Blackwater tank Figure 1: A home with separate blackwater and graywater plumbing systems. Graywater safety Rebecca Melton and Bruce Lesikar Extension Assistant and Professor and Extension Agricultural Engineer The Texas A&M System hen homeowners use graywater to water their lawns, they help preserve washed materials soiled with human limited water supplies, reduce the demand for potable water for lawn waste (such as diapers) and water that Wirrigation and decr,ease the amount of wastewater entering sewers or has been in contact with toilet waste. onsite wastewater treatment systems. A graywater system may collect water from a single approved source However, homeowners who What is in graywater? or from any combination of those irrigate their lawns with graywater sources. The amount and quality The Texas Administrative Code need to understand the risks and of the graywater depends on the defines graywater as water from these safety issues associated with such use. sources. residential sources: Residential wastewater can be They should know the constituents ✔ of graywater as well as their potential Showers and bathtubs classified as either blackwater (sew- ✔ effects on human, soil, plant, and Sinks, except those used for age containing fecal matter or food environmental health. disposal of hazardous or toxic wastes) or graywater. If graywater is materials or for food preparation collected separately from blackwater, or disposal it can be dispersed as irrigation water ✔ Clothes-washing machines with less treatment than is required The code excludes water that has for blackwater. Table 1 includes a partial list of Table 1. -
Developing Decentralised Water Reuse Networks
View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by UCL Discovery Urban Water Reuse: A Triple Bottom Line Assessment Framework and Review Jonathan Wilcox a, Fuzhan Nasiri b,*, Sarah Bell c, and Saifur Rahman b a Bartlett Faculty of the Built Environment, University College London (UCL), London, UK b Department of Building, Civil, and Environmental Engineering, Concordia University, Montreal, QC, Canada c Department of Civil, Environmental, and Geomatic Engineering, Faculty of Engineering Science, University College London (UCL), London, UK Abstract - Water reuse networks have been emerging globally for the last 50 years. This article reviews the economic, social and environmental issues related to implementing water reuse networks in cities. This is reflecting the fact that globally many cities are categorised as water scarce areas, where there is growing imbalance between water demand and availability. In this sense, there is a need for sustainable water supply solutions in the imminent future to provide and maintain service reliability, particularly in the face of climate change. To demonstrate the sustainability implications of water reuse practices, we review a case study in London, UK. Keywords: Water reuse; decentralised water supply; integrated urban water management; water scarcity; public health; climate change 1. Introduction Water reuse networks have been emerging globally for the last 50 years; firstly in Japan (Asano et al., 1996; Ogoshi et al., 2001; Suzuki et al., 2002) in response to long-term droughts, and more recently in Australia (Dolnicar and Hurlimann, 2010; Moglia et al., 2011) to diversify their water supply portfolio and to improve water supply resilience. -
Climate Change-Induced Increases in Precipitation Are Reducing The
www.nature.com/scientificreports OPEN Climate change-induced increases in precipitation are reducing the potential for solar ultraviolet Received: 4 May 2017 Accepted: 22 September 2017 radiation to inactivate pathogens in Published: xx xx xxxx surface waters Craig E. Williamson1, Sasha Madronich 2, Aparna Lal3, Richard G. Zepp4, Robyn M. Lucas 3, Erin P. Overholt1, Kevin C. Rose 5, S. Geofrey Schladow6 & Julia Lee-Taylor2 Climate change is accelerating the release of dissolved organic matter (DOM) to inland and coastal waters through increases in precipitation, thawing of permafrost, and changes in vegetation. Our modeling approach suggests that the selective absorption of ultraviolet radiation (UV) by DOM decreases the valuable ecosystem service wherein sunlight inactivates waterborne pathogens. Here we highlight the sensitivity of waterborne pathogens of humans and wildlife to solar UV, and use the DNA action spectrum to model how diferences in water transparency and incident sunlight alter the ability of UV to inactivate waterborne pathogens. A case study demonstrates how heavy precipitation events can reduce the solar inactivation potential in Lake Michigan, which provides drinking water to over 10 million people. These data suggest that widespread increases in DOM and consequent browning of surface waters reduce the potential for solar UV inactivation of pathogens, and increase exposure to infectious diseases in humans and wildlife. Climate change is profoundly altering ecosystems and the goods and services that they provide1. While warming temperatures have been the central focus of studies on climate change from genes to ecosystems2, increases in extreme precipitation events (droughts and foods) are also rendering fundamental changes in aquatic ecosystems ranging from inland lakes3 to the Gulf of Mexico4 and the Great Barrier Reef5. -
The New Black?
FEATURE The foyer of the CBW complex in Melbourne. The new black? Despite their high capital cost and maintenance requirements, blackwater treatment systems are playing a growing role in Australia’s new building stock, improving the water efficiency while also reducing the strain on mains sewer systems. Sean McGowan reports. The construction industry continues vacuum flush toilets have an exceptionally Greywater and blackwater treatment to push the boundaries of design in low water use, as low as 0.5 litres per flush, is therefore normally considered when order to reduce the impact of the built compared to a water saving toilet of 3 to opportunities for the reuse of onsite environment on natural resources. 4.5 litres per flush,” he explains. water are also exhausted. Yet whatever downsides may exist are often countered And though energy efficiency in “Tapware is now available which uses by the weighting ESD assessment tools commercial buildings receives more just 1.7 litres per minute, against 6 litres such as Green Star place on water savings attention, water efficiency is also moving per minute, which is typical of a 5 star and waste reductions, around which along at a rapid rate, as technology plays WELS-rated fitting.” modern-day BWT systems are designed. a greater role in the water protocol of reduce, reuse and recycle. We believe that where INSIDE BLacKwaTER Like any major piece of kit, blackwater a good level of water treatment (BWT) systems or plants Onsite wastewater treatment systems in treatment infrastructure is (BWTPs) are not suitable in every buildings typically treat either waste from application, and bring with them a series available, as is the case baths, showers, hand basins, kitchenettes of significant potential downsides. -
Anerobic Digestion of Blackwater and Kitchen Refuse
Hamburger Berichte zur Siedlungswasserwirtschaft 66 Claudia Wendland Anerobic Digestion of Blackwater and Kitchen Refuse Anaerobic Digestion of Blackwater and Kitchen Refuse Vom Promotionsausschuss der Technischen Universität Hamburg-Harburg zur Erlangung des akademischen Grades Doktor-Ingenieur(in) (Dr.-Ing.) genehmigte Dissertation von Claudia Wendland, geb. Diederichs aus Lübeck 2008 Gutachter: Prof. Dr.-Ing. Ralf Otterpohl Prof. Dr.-Ing. Martin Kaltschmitt Prüfungsausschussvorsitzender: Prof. Dr.-Ing. An-Pin Zeng Tag der mündlichen Prüfung: 09. Dezember 2008 II Danksagung Diese Arbeit entstand während meiner Tätigkeit als wissenschaftliche Mitarbeiterin am Institut für Abwasserwirtschaft und Gewässerschutz der Technischen Universität Hamburg-Harburg. Das freundschaftliche, kooperative und kreative Klima am international geprägten Institut waren für mich eine großartige berufliche Erfahrung in fachlicher sowie menschlicher Hinsicht. Herrn Prof. Dr.-Ing. Ralf Otterpohl, TUHH, danke ich für die Möglichkeit der Durchführung der Arbeit und für seine wertvolle Unterstützung. Finanziell gefördert wurde meine Arbeit vom Land Schleswig-Holstein, der Deutschen Bundesstiftung Umwelt und dem MEDA-Water Programm der EU. Mein Dank gilt Herrn Prof. Dr.-Ing. An-Pin Zeng, der kurzfristig den Prüfungsaus- schussvorsitz übernommen hat und Herrn Prof. Dr.-Ing. Martin Kaltschmitt für die Übernahme des Co-Referates. Ohne die Unterstützung aller Mitarbeiter des Institutes für Abwasserwirtschaft und Gewässer- schutz wäre die Arbeit nicht möglich gewesen. Insbesondere danke ich Dr. Joachim Behrendt für die vielen Diskussionen und Ratschläge, Stefan Deegener für seine stete Hilfe bei Aufbau und Betrieb der Versuchsanlage und YuCheng Feng für die sehr gute Zuarbeit bei der mathema- tischen Modellierung. Vielen Dank auch an Dr. Tarek A. Elmitwalli, der mich während seines Forschungsaufenthaltes am Institut mit vielen Hinweisen unterstützt hat. -
Integrating Onsite Water Reuse with Centralized Treatment Systems
Integrating Onsite Water Reuse with Centralized Treatment Systems December 19, 2019 WateReuse Webcast Series © 2019 by the WateReuse Association A Few Notes Before We Start… Today’s webcast will be 60 minutes. There is one (1) Professional Development Hour (PDH) available for this webcast. A PDF of today’s presentation will be shared via email Please type questions for the presenters into the chat box located on the panel on the left side of your screen. 2 Today’s Presenters Moderator Presenter Mary Ann Dickinson Paula Kehoe President & CEO Director of Water Resources Alliance for Water Efficiency San Francisco Public Utilities Commission ADVANCING ONSITE WATER REUSE & LESSONS LEARNED Paula Kehoe Director of Water Resources San Francisco Public Utilities Commission December 19, 2019 1 San Francisco Public Utilities Commission Water: delivering high Power: generating Wastewater: protecting quality water every day hydropower and solar public health and the to 2.7 million people power environment 2 Challenges to Future Water Supply Reliability 3 OneWaterSF: Moving from a Linear Approach to Integrated Planning and Implementation Traditional Resource Management OneWaterSF 4 San Francisco’s Local Water Program Conservation Groundwater Recycled Water Onsite Water Reuse Innovations Program ONSITE WATER REUSE PROGRAM IMPLEMENTATION 6 Buildings Generate Resources, Not Waste Precipitation collected from Wastewater from toilets, roofs and above-grade surfaces dishwashers, kitchen sinks, and utility sinks Precipitation collected Wastewater from -
(UV Leds) for Treating Wastewater and Septic Tank Effluent
water Article Woven-Fiber Microfiltration (WFMF) and Ultraviolet Light Emitting Diodes (UV LEDs) for Treating Wastewater and Septic Tank Effluent Sara E. Beck 1,2,* , Poonyanooch Suwan 1, Thusitha Rathnayeke 1, Thi Minh Hong Nguyen 1,3 , Victor A. Huanambal-Sovero 4 , Boonmee Boonyapalanant 1, Natalie M. Hull 5,6 and Thammarat Koottatep 1 1 School of Environment, Resources, and Development, Asian Institute of Technology, 58 Moo 9, Km. 42, Paholyothin Highway, Khlong Luang, Pathum Thani 12120, Thailand; [email protected] (P.S.); [email protected] (T.R.); [email protected] (T.M.H.N.); [email protected] (B.B.); [email protected] (T.K.) 2 Department of Civil Engineering, University of British Columbia, Vancouver, BC V6T 1Z4, Canada 3 QAEHS—Queensland Alliance for Environmental Health Sciences, The University of Queensland, Brisbane, QLD 4102, Australia 4 Departamento de Ingeniería, Facultad de Ciencias y Filosofía, Universidad Peruana Cayetano Heredia, Lima 15102, Peru; [email protected] 5 Department of Civil, Environmental, and Geodetic Engineering, The Ohio State University, Columbus, OH 43210, USA; [email protected] 6 Sustainability Institute, The Ohio State University, Columbus, OH 43210, USA * Correspondence: [email protected] Citation: Beck, S.E.; Suwan, P.; Rathnayeke, T.; Nguyen, T.M.H.; Abstract: Decentralized wastewater treatment systems enable wastewater to be treated at the source Huanambal-Sovero, V.A.; Boonyapalanant, B.; Hull, N.M.; for cleaner discharge into the environment, protecting public health while allowing for reuse for Koottatep, T. Woven-Fiber agricultural and other purposes. This study, conducted in Thailand, investigated a decentralized Microfiltration (WFMF) and wastewater treatment system incorporating a physical and photochemical process. -
APPLICATION of STRATIFIED FILTER and WETLAND to STABILIZE the TEMPERATURE and Ph of BLACKWATER
International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 6, June 2018, pp. 1574–1582, Article ID: IJCIET_09_06_177 Available online at http://iaeme.com/Home/issue/IJCIET?Volume=9&Issue=6 ISSN Print: 0976-6308 and ISSN Online: 0976-6316 © IAEME Publication Scopus Indexed APPLICATION OF STRATIFIED FILTER AND WETLAND TO STABILIZE THE TEMPERATURE AND pH OF BLACKWATER Lies Kurniawati Wulandari Doctoral Program in Civil Engineering, Faculty of Engineering, Brawijaya University, Indonesia M. Bisri Civil Engineering Department, Faculty of Engineering, Brawijaya University, Indonesia Donny Harisuseno Water Resources Engineering Department, Faculty of Engineering, Brawijaya University, Indonesia Emma Yuliani Civil Engineering Department, Faculty of Engineering, Brawijaya University, Indonesia ABSTRACT A Constructed wetland is a suitable wastewater treatment method for developing countries since it is inexpensive and easy to implement. Blackwater treatment can be maximized with the combination of stratified filtration method and wetland system using Vetiver grass and Cattail plants. This research aimed to examine the effectivity of the combination method to improve the quality of wastewater based on the parameter of temperature and pH. Blackwater flows into the stratified filter consisting of gravel, charcoal, and sand material, then flows into wetland tube with the residence time of 2-day, 4-day, and 6-day. The result of water quality measurement will be compared with the quality standard based on the government regulation. Key words: Blackwater, Wetland, Temperature, pH. Cite this Article: Lies Kurniawati Wulandari, M. Bisri, Donny Harisuseno, Emma Yuliani, Application of Stratified Filter and Wetland to Stabilize the Temperature and pH of Blackwater, International Journal of Civil Engineering and Technology, 9(6), 2018, pp.