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A Review of the Evidence Base for WASH Interventions in Emergency Responses / Relief Operations
A Review of the Evidence Base for WASH interventions in Emergency Responses / Relief Operations A Review of the Evidence Base for WASH interventions in Emergency Responses Discussion document Submitted by Jonathan Parkinson January 2009 January 2009 Page 1 of 56 A Review of the Evidence Base for WASH interventions in Emergency Responses / Relief Operations Executive summary Inadequate sanitation, inadequate water supplies and poor hygiene are critical determinants for survival of victims of natural disasters and conflict situations, especially in the initial stages of a disaster. The most significant are diarrheal diseases and infectious diseases transmitted by the faeco-oral route nd a combination of these factors means that people affected by disasters are also generally much more susceptible to illness and death from disease The traditional response by relief agencies in emergency situations has been to install water supply points and latrines. But experiences have clearly demonstrated the limitations of this approach. More recently hygiene promotion has taken increasingly greater predominance as an integral part of relief agency operations. However, these experiences are diverse and this has led to questions about which type of hygiene promotion activity is most effective and how. Consequently, in the course of the extensive inter-agency consultation, it has emerged that much of the existing evidence base which underpins decision-making for WASH interventions in relief operations is extrapolated from the development sector. It is unclear to the extent to which it is appropriate and relevant in emergency contexts. The primary aim of this assignment was therefore to explore whether it is considered appropriate to apply the existing evidence base for WASH interventions to support emergency operations as it stands and, if not, to consider what activities may be required to improve the evidence base. -
EMERGENCY WATER SUPPLY GUIDEBOOK for Commercial, Industrial and Institutional Facilities
EMERGENCY WATER SUPPLY GUIDEBOOK For Commercial, Industrial and Institutional Facilities ©LANE PREPAREDNESS COALITION 2016 PAGE 0 ACKNOWLEDGMENTS SUBJECT MATTER EXPERTS This guidebook was written and Many thanks to these volunteers reviewed by Lane Preparedness and their agencies for their work Coalition (LPC) Members who are writing and reviewing this guide. experts in the fields of water supply and distribution, plumbing code, water Project Team Members quality and facility operations. Dr. Geoff Simmons, MD (retired) This guide touches on water supply considerations during a disaster and Harlan Coats, Eugene School District 4J recovery. The intent is to provide Jamie Porter PE, Rainbow Water District general information as a starting point for this important aspect of business Jill Hoyenga, LPC Convener continuity planning. This guide is not meant to replace staff expertise or Laura Farthing PE, Eugene Water & consultation with a professional Electric Board regarding the unique attributes of your Mark Walker, McKenzie Willamette agency or facility. Hospital EUGENE-SPRINGFIELD NATURAL Rob Hallett, City of Eugene HAZARD MITIGATION PLAN Sarah Puls, Lane County Public Health This guide has been produced under the care of the LPC Natural Hazard Steve Graham, City of Springfield Mitigation Plan Sub-Committee. In the 2015 plan, emergency water supply Teresa Kennedy, City of Eugene was called out as a critical need that Thomas Price, SHE had not yet been adequately addressed by our community. This Karen Edmonds, Food for Lane County guide was written to answer to the need for guidance about how Patrick Lowen, Market of Choice businesses can include emergency water supply into their business continuity plans. -
Communicable Disease Control in Emergencies: a Field Manual Edited by M
Communicable disease control in emergencies A field manual Communicable disease control in emergencies A field manual Edited by M.A. Connolly WHO Library Cataloguing-in-Publication Data Communicable disease control in emergencies: a field manual edited by M. A. Connolly. 1.Communicable disease control–methods 2.Emergencies 3.Disease outbreaks–prevention and control 4.Manuals I.Connolly, Máire A. ISBN 92 4 154616 6 (NLM Classification: WA 110) WHO/CDS/2005.27 © World Health Organization, 2005 All rights reserved. The designations employed and the presentation of the material in this publication do not imply the expression of any opinion whatsoever on the pert of the World Health Organization concerning the legal status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. Dotted lines on map represent approximate border lines for which there may not yet be full agreement. The mention of specific companies or of certain manufacturers’ products does not imply that they are endorsed or recommended by the World Health Organization in preference to others of a similar nature that are not mentioned. Errors and omissions excepted, the names of proprietary products are distinguished by initial capital letters. All reasonable precautions have been taken by WHO to verify he information contained in this publication. However, the published material is being distributed without warranty of any kind, either express or implied. The responsibility for the interpretation and use of the material lies with the reader. In no event shall the World Health Organization be liable for damages arising in its use. -
Gap Analysis in Emergency Water, Sanitation and Hygiene Promotion
Gap Analysis in Emergency Water, Sanitation and Hygiene Promotion Andy Bastable and Lucy Russell, Oxfam GB July 2013 The HIF is supported by The HIF is managed by Contents i Acronyms ii Executive Summary 1 Background 2 Methodology 3 Literature Review Consultation Findings 5 Focus Group Discussions with Beneficiaries 5 Workshops and Discussions at Country or Sub-Country Level 6 Online Practitioner Survey 8 Global WASH Cluster 9 Donor responses to the Questionnaire 10 Consultation findings and discussion 12 of priority gaps Annex 1: Terms of Reference 15 Annex 2: Timeline 16 Annex 3: List of issues raised by each stakeholder group in order of priority 17 Annex 4: Detailed Results from the Literature Review 19 Annex 5: Literature Review References 20 Annex 6: Profile of Online Practitioner Survey Respondents 21 Annex 7: Online Gap Analysis Survey for WASH Practitioners 22 Annex 8: Summary of ‘Other’ Issues raised 25 Annex 9: Detailed Results from Donor Questionnaire 28 Gap Analysis in Emergency Water, Sanitation and Hygiene Promotion Acronyms ACF Action Contre la Faim ALNAP Active Learning Network for Accountability and Performance CARE Cooperative for Assistance and Relief Everywhere CHAST Children’s Hygiene and Sanitation Training CLTS Community Led Total Sanitation CRS Catholic Relief Services DRR Disaster Risk Reduction DFID Department for International Development (UK) DRC Democratic Republic of Congo DWS Drinking Water Supply ECHO Humanitarian Aid and Civil Protection department of the European Commission ELRHA Enhancing Learning and -
Draft High Efficiency Toilet Specification
Version 1.0 EPA Water Efficiency Program 7 April 2006 Draft High Efficiency Toilet Specification 1.0 SCOPE AND OBJECTIVE This specification establishes the criteria to qualify a high efficiency toilet (HET) under the United States EPA Water Efficiency Program. It is applicable to: y single-flush, tank-type gravity toilets; y dual-flush, tank-type gravity toilets; y dual-flush, tank-type flushometer tank (pressure-assist) toilets, y tank-type, flushometer tank (pressure-assist) toilets, and y tank-type electrohydraulic toilets. The specification is designed to ensure both sustainable, efficient water use and a high level of user satisfaction with flushing performance. 2.0 SUMMARY OF CRITERIA To qualify under the program, toilets must meet criteria in three areas: y Effective flush volume shall not exceed 1.28 gallons1 (4.8 liters), as specified in Section 3.0; y Solid waste removal must be 350 grams2 or greater, as specified in Section 4.0; and y The toilet must conform to the adjustability and other supplementary requirements specified in Section 5.0. Conformance with these criteria must be established through independent laboratory testing, as specified in Section 6.0. 3.0 WATER EFFICIENCY CRITERIA 3.1 Single Flush Toilets - The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASME A112.19.2-2003. 3.2 Dual Flush Toilets - The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. -
Practical Paper Esos® – Emergency Sanitation Operation System D
156 Practical Paper © IWA Publishing 2015 Journal of Water, Sanitation and Hygiene for Development | 05.1 | 2015 Practical Paper eSOS® – emergency Sanitation Operation System D. Brdjanovic, F. Zakaria, P. M. Mawioo, H. A. Garcia, C. M. Hooijmans, J. C´ urko, Y. P. Thye and T. Setiadi ABSTRACT This paper presents the innovative emergency Sanitation Operation System (eSOS) concept created D. Brdjanovic (corresponding author) F. Zakaria to improve the entire emergency sanitation chain and provide decent sanitation to people in need. P. M. Mawioo H. A. Garcia The eSOS kit is described including its components: eSOS smart toilets, an intelligent excreta C. M. Hooijmans Environmental Engineering and Water Technology collection vehicle-tracking system, a decentralized excreta treatment facility, an emergency Department, UNESCO-IHE, sanitation coordination center, and an integrated eSOS communication and management system. P.O. Box 3015, 2601 DA Delft, The Netherlands The paper further deals with costs and the eSOS business model, its challenges, applicability and E-mail: [email protected]; [email protected] relevance. The first application, currently taking place in the Philippines will bring valuable insights on D. Brdjanovic the future of the eSOS smart toilet. It is expected that eSOS will bring changes to traditional disaster Faculty of Applied Sciences, Department of Biotechnology, relief management. Delft University of Technology, Key words | emergency, feces, sanitation, technology, toilet, urine Julianalaan 67, 2628 BC Delft, The Netherlands J. Curko Faculty of Food Technology and Biotechnology, University of Zagreb, Pierottijeva 6, 10000 Zagreb, Croatia Y. P. Thye T. Setiadi Department of Chemical Engineering, Faculty of Industrial Technology, Institut Teknologi Bandung, Jl. -
Water Efficiency Standards We 1: Enhance Water Efficiency Standards
WE 1: ENHANCE WATER EFFICIENCY STANDARDS WE 1: ENHANCE WATER EFFICIENCY STANDARDS New York City Plumbing Code and Administrative Code Proposal developed by the Water Efficiency & Building Stormwater Committee Summary Issue: Although New York City receives substantial rainfall, the city is still vulnerable in dry years and has experienced seven droughts in the last 45 years. Fortunately, the need for water can be easily reduced with more-efficient plumbing fixtures. Recommendation: Enhance water efficiency standards for plumbing fixtures. Proposed Legislation, Rule or Study Amendments to the New York City Plumbing Code: 1. Add the following definitions to Section 202: DUAL-FLUSH TOILET. A toilet that enables the user to select a high flush for solid waste or a reduced volume, low flush for liquid waste. HIGH-EFFICIENCY TOILET (HET). A toilet that is authorized by the WaterSense Program of the United States Environmental Protection Agency to bear the WaterSense label. NON-WATER URINAL. A urinal that discharges into the sanitary drainage system but is not supplied by a water distribution system. WATERSENSE-LABELED FIXTURE. A plumbing fixture that has been tested by a third-party laboratory in accordance with the WaterSense Program of the United States Environmental Protection Agency, has been certified by such laboratory as meeting the performance and efficiency requirements of the program and has been authorized by the program to use its label. 2. Add a new Section 417.4.2 as follows: 417.4.2 Limitation on showerheads. The aggregate allowable flow rate from all shower head fixtures (including rain systems, waterfalls, bodysprays, and jets) that can operate simultaneously in a single shower compartment shall be limited to the flow rate in Table 604.4 for a single shower head. -
Emergency Sanitation – Technical Options
Emergency sanitation – technical options World Health Organization The immediate provision of clean water supplies and sanitation facilities in refugee camps is essential to the health, well-being and, in some cases, even the survival of the refugees. Sanitation is usually allocated a much lower priority than clean water, but it is just as important in the control of many of the most common diseases found in refugee camps. Sanitation is the efficient disposal of excreta, urine, refuse, and sullage. As indiscriminate defecation is normally the initial health hazard in refugee camps, this note outlines ways in which it can be controlled temporarily while Figure 1. Plan of a defecation field long-term solutions are devised. Immediate measures Preventing defecation in certain areas The technical options for emergency excreta disposal When a large group of people are excreting are limited and simple. If they are to work, however, indiscriminately, it is necessary, first of all, to protect they must be managed well and be understood and the food-chain and water supplies from contamination. supported by the community. This means preventing people defecating on: The immediate tasks at a new camp include: the banks of rivers, streams, or ponds which may be used as a water source. If water is to be obtaining the services of a good translator and abstracted from shallow wells, then it is important consulting with all interested parties including to ensure that these wells are situated upstream representatives of the refugees, aid agencies, and of the defecation areas; or government officials; agricultural land planted with crops, particularly if surveying the site to gather information on the crops are soon to be handled or harvested for existing sanitation facilities (if any), the site human consumption. -
Kentucky State Plumbing Law, Regulations and Code Book
Kentucky State Plumbing Law, Regulations and Code Book Revised 2-28-2017 DEPARTMENT OF HOUSING, BUILDINGS & CONSTRUCTION DIVISION OF PLUMBING 101 SEA HERO RD., STE 100 FRANKFORT KY 40601 Phone: 502-573-0397 Website Address: dhbc.ky.gov/plb E-mail Address: [email protected] UNOFFICAL TEXT OF STATUTES AND ADMINISTATIVE REGULATIONS FOR INFORMATIONAL ONLY Mathew G. Bevin, Governor 1 DEPARTMENT OF HOUSING, BUILDINGS AND CONSTRUCTION Steven A. Milby, Commissioner Timothy R. House, Deputy Commissioner DIVISION OF PLUMBING David J. Moore, Director VACANT, Assistant Director Dennis J. Rodgers, Field Operations Jeffrey Hardin, Field Operations Floyd Schanz, Field Operations Plan Reviewers Geno Washington, Frankfort Office Gloria Wetzel Frankfort Office Frank Blevins, Lexington Office Chris Quire, Louisville Office Chris Stein, Edgewood Office Mike McPherson, Bowling Green Office AREA PLUMBING CONSULTANTS Area Supervisor Area Phone number David Beaven A 270-314-0563 Alan Lush B 502-262-9271 Mark Curry C 270-589-1848 George Kelley D Connell Powell E 502-271-8601 Pat Quisenberry F 859-595-7090 Keith Centers G 859-229-3300 Rodney Adams H 606-359-3851 Vacant I AREA COMPLIANCE Mark Hayden West 270-339-0867 Doug King South 859-339-9152 Jeff Phelps East 606-224-9188 Vacant North 2 Area Plumbing Inspectors Area A Lynn Bundy 270-210-6293 Roy McGregor 270-339-8539 Raymond Dawes 207-505-2166 Mike Shocklee 270-977-2575 Jerry Dorris 270-577-5350 Mark Thomas 270-314-9933 Area B John Baird 502-234-8844 Bob Maeser 270-331-9974 Jason Collins 270-307-7580 Gloria Wetzel -
A Bucket Toilet, Also Called a Honey Bucket Or Bucket Latrine, Is a Very Simple, Basic Form of a Dry Toilet Which Is Portable
Bucket toilet - Wikipedia https://en.wikipedia.org/wiki/Bucket_toilet From Wikipedia, the free encyclopedia A bucket toilet, also called a honey bucket or bucket latrine, is a very simple, basic form of a dry toilet which is portable. The bucket (pail) may be situated inside a dwelling, or in a nearby small structure (an outhouse), or on a camping site or other place that lack waste disposal plumbing. These toilets used to be common in cold climates, where installing running water can be difficult, expensive, and subject to freezing-related pipe breakage.[1] The bucket toilet may carry significant health risks compared to an improved sanitation system.[2] In regions where people do not have access to improved sanitation – particularly in low-income urban areas of developing countries – a bucket toilet might sometimes be an improvement compared to pit latrines or open defecation.[3] They are often used as a temporary measure in emergencies.[4] More sophisticated versions consist of a bucket under a wooden frame supporting a toilet seat and lid, possibly lined with a plastic bag, but A plastic bucket fitted with a toilet many are simply a large bucket without a bag. Newspaper, cardboard, seat for comfort and a lid and plastic straw, sawdust or other absorbent materials are often layered into the bag for waste containment bucket toilet. 1 Applications 1.1 Developing countries 1.2 Cold climates 1.3 Emergencies 2 Usage and maintenance 2.1 Disposal or treatment and reuse of collected excreta 3 Health aspects 4 Upgrading options 4.1 Two bucket system 4.2 Composting toilets 5History 6 Examples 6.1 Ghana 6.2 Kenya 6.3 Namibia 6.4 United States 6.5 Canada 6.6 South Africa 6.7 India 1 of 7 1/3/2017 2:53 PM Bucket toilet - Wikipedia https://en.wikipedia.org/wiki/Bucket_toilet 7 See also 8 References Developing countries Bucket toilets are used in households[3] and even in health care facilities[5] in some developing countries where people do not have access to improved sanitation. -
EPA Water Sense: Tank-Type High-Efficiency Toilet Specification
Tank-Type High-Efficiency Toilet Specification Tank-Type High-Efficiency Toilet Specification 1.0 Scope and Objective This specification establishes the criteria for a tank-type high-efficiency toilet (HET) under the U.S. Environmental Protection Agency WaterSense® program. It is applicable to: • Single flush, tank-type gravity toilets; • Dual flush, tank-type gravity toilets; • Dual flush, tank-type flushometer tank (pressure-assist) toilets; • Tank-type, flushometer tank (pressure-assist) toilets; • Tank-type electrohydraulic toilets; and • Any other technologies that meet these performance specifications. The specification is designed to ensure both sustainable, efficient water use and a high level of user satisfaction with flushing performance. 2.0 Summary of Criteria Toilets must meet criteria in three areas: • Effective flush volume shall not exceed 1.28 gallons1 (4.8 liters), as specified in Section 3.0; • Solid waste removal must be 350 grams2 or greater, as specified in Section 4.0; and • The toilet must conform to the adjustability and other supplementary requirements specified in Section 5.0. 3.0 Water Efficiency Criteria 3.1 Single Flush Toilets - The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASME A112.19.23. 3.2 Dual Flush Toilets - The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME A112.19.2 and ASME A112.19.14. -
Behavioral Economics and the Design of a Dual-Flush Toilet TN 71105 2 JUN 03 2013
California Energy Commission DOCKETED 12-AAER-2C 1 Behavioral Economics and the Design of a Dual-Flush Toilet TN 71105 2 JUN 03 2013 3 Jade S. Arocha 4 10305 Dover Street #713 5 Westminster, CO 80021, U.S.A. 6 [email protected] 7 970 310-1738 8 and 9 Laura M. J. McCann 10 Dept. of and Applied Agricultural Economics 11 212 Mumford Hall 12 University of Missouri 13 Columbia, MO 65203, U.S.A. 14 [email protected] 15 573 882-1304 16 17 Initial submission May 18, 2012 18 Revised submission, October 15, 2012 19 20 21 22 23 1 24 Abstract 25 Dual-flush toilets, which use a high-volume flush for solid waste and a lower-volume flush for 26 liquid waste, can reduce water consumption. Behavioral economics was used to analyze the 27 design of the dual flush mechanism of the Sloan Uppercut® toilet. The default option, pushing the 28 handle down, results in a large flush. Because Americans have been ―conditioned‖ to push the 29 toilet handle down, it was expected that most users would push the handle down out of habit. A 30 field experiment measuring up versus down flushes in eight women‘s toilets in a municipal 31 building confirmed expectations. While Sloan predicted a 2:1 urination-to-defecation ratio, the 32 observed ratio during the control period was 1:4, i.e. the ratio was the opposite of what would 33 occur if people used the toilets correctly. Adding signage to each stall only increased the ratio to 34 2:5, emphasizing the importance of the default.