Preliminary Greenhouse Gas (GHG) Emissions Analysis of Four Gates Sanitation Systems Emissions During Steady-State Operation
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The Omni Processor
The Omni Processor Peter Janicki CEO & Founder Janicki Bioenergy & My Background Founded by Peter and Susan Janicki in 1993 730 employees 135 engineers 3 years ago we were approached by the Bill & Melinda Gates Foundation They wanted SOLUTIONS: -from someone with technology development experience -with a new perspective on sanitation -not someone entrenched in traditional sanitation solutions That was the start of the OP journey… New Delhi, India, March 2014 The Problem: How can we destroy human born fecal pathogens such that they cannot make people sick and contaminate the local water supply without adding financial burden to the community? Kibera slum, Kenya, June 2014 Peter and Susan Janicki entering Mukuru slum, Kenya, July 2012 The Janicki Bioenergy team spent time investigating the problem in order to: • Drive the vision of the solution and • Ensure that the solution would be practical in the real world setting 2.5 billion people live without access to adequate sanitation Sara VanTassel, President of Janicki Bioenergy with children in Kibera slum, Kenya, June 2014 Kenya, June 2014 1.5 million children die of diarrhea every year Kenya, June 2014 The scale of the problem is massive Ivory Coast, March 2014 The inputs to the problem are varied: • Digested and undigested sludge • Very wet to very dry sludge • Garbage • Foreign objects • Dirt and other inorganic content South Africa, July 2012 Current Solution #1: Manual Emptying of Pit Latrines -Step 1: Waste goes into pit South Africa, July 2012 Current Solution #1: Manual Emptying -
Metering and Conveying Silica Sand for Sedron Technologies General Description
Metering and Conveying Silica Sand for Sedron Technologies General Description KWS Provides Critical Equipment Safe drinking water and clean sanitation systems are basic needs for everyone in the world. However, to Sedron Technologies approximately 4.5 billion people do not have access to these necessities. Viruses and diseases spread due to poor sanitation. Traditional sanitation systems are not feasible in certain areas of the world. New technology is needed to solve the problem of poor sanitation. Fortunately, many new ideas and developments are helping to create safe drinking water and clean sanitation. Sedron Technologies developed a decentralized waste treatment system using a Janicki Omni Processor that kills pathogens while recovering valuable resources from biosolids and other waste streams. The Omni Processor processes waste without piped water, sewer or electrical connections and can transform waste into useful resources such as energy and water. The process starts with biosolids mixed with hydrated lime and silica sand being fed to a dryer where moisture is removed. The dried solid waste is then burned to produce heat in a boiler to generate steam and power a turbine generator to produce electricity. The electricity powers the processor with excess electricity sold back to the power grid. For more information about Sedron Technologies and the Janicki Omni Processor, watch the Netix documentary “Inside Bill’s Brain: Decoding Bill Gates” or go to YouTube for various videos on the Janicki Omni Processor. Design Parameters Product Type: Silica Sand Material Density: 92 Lbs. per Cubic Foot Conveyor System Capacity: 23 Cubic Feet per Hour Duty: 24 hours per Day, 7 Days per Week KWS Advantages KWS has been working with Sedron Technologies on several phases of the Janicki Omni Processor waste treatment system and provided bulk material handling equipment for metering biosolids to the boiler to generate electricity. -
Innovations to Market
September 2013 SPECIAL FOCUS Featured Session Bringing Innovations to Market. Page 4 Featured Session Energy Generation in Fort Worth. Page 6 Innovation Showcase A Highlight of WEFTEC Programming. Page 8 Pavilion Exhibitors InnovatIon Innovation-award winning companies. Page 16 Innovation Showcase Visualize the potential of the water sector Actionable Water Market Intelligence ™ ® BlueTech Research, an O2 Environmental company, is an intelligence service focused exclusively on identifying key opportunities and emerging trends in the global water industry. We are the premier source of actionable BlueTech® Research offers analyst directed water market intelligence for strategic advisory services, providing market business decisions on innovative intelligence, technology assessments and technologies and companies. strategic advice. ® Our clients use BlueTech Research for: BlueTech® Intelligence Briefings ents. Snappy and informative,with distilled details prepared by BlueTech® Research water • Identifying and assessing water industry experts. companies and technologies BlueTech® Innovation Tracker™ • Understanding new water Innovation Company Tracker tool to map and analyse water technology market opportunities technology companies. and identifying areas for growth ® • Analyzing water technology patent BlueTech Insight Reports trends and identifying water Detailed reports providing insight and analysis on key water technology market areas. technology licensing, investment and acquisition opportunities BlueTech® Webinars Technology and Market -
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. -
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 -
Water Management
Water Management Freshwater on a ship is a precious commodity. We go to great efforts to ensure it is used most efficiently and treated properly. On average, we produced 90% of our fresh water on board via desalination or reverse osmosis. water salt water Efficiencies Our average guest Condensation from like aerators, low-flow water consumption is air conditioning units showerheads, reduced flow 66 gallonssemi permeable per day membrane is collected and then used dishwashers and laundry — 34 gallons less than in laundry areas. equipment help us reduce the U.S. average. water consumption. HOW WE PROVIDE POTABLE (FRESH) WATER Onboard, fresh, or potable, water is used for drinking, showers, sinks, toilets, galleys, pools and spas and is obtained in one of three ways: 1. Desalination: This system boils and evaporates seawater which is then condensed into fresh water. While this process requires high levels of energy, we repurpose our engine waste heat or steam from exhaust gas boilers to heat the water for this process. 2. Reverse Osmosis: This system creates fresh water by pumping seawater at very high pressure through a filter or semi-permeable membrane that only allows water molecules to pass through. The newest reverse osmosis systems being installed on our ships require 65% less energy to operate than a few years ago. 3. Bunkering: Fresh water is bunkered (sourced locally) only where our use will not stress the local community from a social, health, or environmental perspective. 2020 ROYAL CARIBBEAN GROUP SUSTAINABILITY REPORT | FACT SHEET Water Management HOW WE HANDLE WASTEWATER INFLUENT Wastewater on board is handled much like it would on land ACCOMMODATIONS LAUNDRY GALLEY PULPER BLACKWATER through a water treatment plant. -
Omni Processor S200
JANICKI BIOENERGY CHANGING SANITATION & WATER TREATMENT OMNI PROCESSOR S200 OVERVIEW This document provides an overview of the Omni Processor S200 from Janicki Bioenergy, and addresses many of the frequently asked questions received. WHAT IS THE OMNI PROCESSOR S200? The Omni Processor S200 is a cutting-edge, stationary combined heat and power plant that can convert dry or wet waste generated from wastewater treatment, industrial or food and beverage refining processes into electricity, thermal energy (steam and heat), pathogen-free reuse water (potable water possible with additional equipment) and ash. It is particularly well suited for consuming large volumes of waste generated in the food and beverage processing, agricultural, the paper and paperboard, and wastewater treatment industries. S200 Specifications: Omni Processor S200 with Single-stage Dryer o Boiler Capacity (2.1MW output continuous) – 12 dry tons per day (dtpd) o Dryer Capacity (18 – 20% min. solids content) – 67 wet tons per day (wtpd) Electrical Generation – up to 250 kW excess Water Production – up to 19,500 gallons per day BASICS ON INPUTS AND OUTPUTS INPUT: FUEL After startup and with steam engine(s) configured, the S200 can power itself from the electricity it generates – S200 parasitic electrical load ~50kW. The S200 requires, at a minimum, approximately 10 – 12 dtpd to maintain continuous operation and generate sufficient energy to run the plant at full capacity, and can process through the single-stage dryer as much as 67 wtpd (18% solids content) of material. The S200 works, as well, with sewage sludge, animal byproducts, agricultural byproducts, and municipal solid waste - including most plastics. -
City of Portales Review of Water Supply Options
CITY OF PORTALES REVIEW OF WATER SUPPLY OPTIONS Prepared for City of Portales Prepared by Charles R. Wilson, Consultant, LLC Santa Fe, New Mexico November 2013 Executive Summary This report presents an overview of optional sources of municipal water supply to supplement Portales’ current supply from the Blackwater Wellfield. Consideration has been given to obtaining supplemental supplies from shallow groundwater, deep groundwater, and surface water from Ute Reservoir. In addition, the report reviews alternatives for reducing water demands including wastewater recycling as well as other water conservation measures. Shallow Groundwater. Shallow groundwater from the Ogallala Aquifer in the vicinity of Portales does not provide a sustainable supply for municipal use. It has become limited in quantity and the City’s Blackwater Wellfield may be unable to support the current rate of use within 10 to 15 years. In the longer term, shallow groundwater can only be considered as a low yield, emergency water source. However, the aquifer could be used to store excess water when available from other sources, such as Ute Reservoir. Deep Groundwater. Deep groundwater from below the Ogallala Aquifer is not a promising water supply alternative for east-central New Mexico. Any water that could be available from this source would be expensive to access, of low quality, and likely also of low quantity. Further, deep groundwater would not be a renewable source of supply. nPursuit of deep groundwater in the Roosevelt – Curry County area would be costly, have a high probability of failure, and is not recommended at this time. Ute Reservoir. A surface water supply from Ute Reservoir on the Canadian River is the only available alternative that would provide Portales with a demonstrated, renewable water supply in sufficient quantity for municipal use. -
Groundwater Recharge in Texas
Groundwater Recharge in Texas Bridget R. Scanlon, Alan Dutton, Bureau of Economic Geology, The University of Texas at Austin, and Marios Sophocleous, Kansas Geological Survey, Lawrence, KS 1 Abstract ............................................................................................................................... 4 Introduction......................................................................................................................... 5 Techniques for Estimating Recharge .................................................................................. 6 Water Budget .................................................................................................................. 6 Recharge Estimation Techniques Based on Surface-Water Studies............................... 7 Physical Techniques.................................................................................................... 7 Tracer Techniques....................................................................................................... 9 Numerical Modeling ................................................................................................. 10 Recharge Estimation Techniques Based on Unsaturated-Zone Studies ....................... 10 Physical Techniques.................................................................................................. 10 Tracer Techniques..................................................................................................... 12 Numerical Modeling ................................................................................................ -
Innovative Sludge Management Techniques for Developing Nations
rnal of W ou as J te l a R n e International Journal of Waste o s i o t u a r n c r Ehizemhen et al., Int J Waste Resour 2018, 8:4 e e t s n I Resources DOI: 10.4172/2252-5211.1000356 ISSN: 2252-5211 Opinion Article Open Access Innovative Sludge Management Techniques for Developing Nations Christopher Igibah Ehizemhen*, Agashua Lucia and Sadiq Abubakar Department of Civil Engineering, University of Abuja, F.C.T Abuja, Nigeria *Corresponding author: Christopher Igibah Ehizemhen, Department of Civil Engineering, University of Abuja, F.C.T Abuja, Nigeria, Tel: +234 8063626388; E-mail: [email protected] Received date: August 23, 2018; Accepted date: September 17, 2018; Published date: September 24, 2018 Copyright: © 2018 Ehizemhen CI, et al. This is an open access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution and reproduction in any medium, provided the original author and source are credited. Abstract In municipal centers of developing nations, most households are served by means of on-site public health systems like septic tanks as well unsewered toilets, besides the faecal sludges gathered from these methods are usually discarded unprocessed into the city and peri-urban environment which posing great dangers to water resources and municipal health. Contrary to wastewater administration, the development schemes to handle faecal sludges that can adapt to the prevalent situations in unindustrialized nations, have long been deserted. The authors outline the existing situation and converse on certain novel issues of faecal sludges management like the Omni Processor, reinvented toilet, Solar-Powered Poop Blaster, Power of pee prototype; Self contain toilet and sewage system, Duke's Community Stand-alone waste facility and Nano- membrane toilet or waterless toilet. -
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.