Heating Household Water with a Wood Stove
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Module 1 Basics of Water Supply System
Module 1 BASICS OF WATER SUPPLY SYSTEM Training Module for Local Water and Sanitation Management Maharashtra Jeevan Pradhikaran (MJP) CEPT University 2012 Basics of Water Supply System- Training Module for Local Water and Sanitation Management CONTENT Introduction 3 Module A Components of Water Supply System 4 A1 Typical village/town Water Supply System 5 A2 Sources of Water 7 A3 Water Treatment 8 A4 Water Supply Mechanism 8 A5 Storage Facilities 8 A6 Water Distribution 9 A7 Types of Water Supply 10 Worksheet Section A 11 Module B Basics on Planning and Estimating Components of Water Supply 12 B1 Basic Planning Principles of Water Supply System 13 B2 Calculate Daily Domestic Need of Water 14 B3 Assess Domestic Waste Availability 14 B4 Assess Domestic Water Gap 17 B5 Estimate Components of Water Supply System 17 B6 Basics on Calculating Roof Top Rain Water Harvesting 18 Module C Basics on Water Pumping and Distribution 19 C1 Basics on Water Pumping 20 C2 Pipeline Distribution Networks 23 C3 Type of Pipe Materials 25 C4 Type of Valves for Water Flow Control 28 C5 Type of Pipe Fittings 30 C6 Type of Pipe Cutting and Assembling Tools 32 C7 Types of Line and Levelling Instruments for Laying Pipelines 34 C8 Basics About Laying of Distribution Pipelines 35 C9 Installation of Water Meters 42 Worksheet Section C 44 Module D Basics on Material Quality Check, Work Measurement and 45 Specifications in Water Supply System D1 Checklist for Quality Check of Basic Construction Materials 46 D2 Basics on Material and Item Specification and Mode of 48 Measurements Worksheet Section D 52 Module E Water Treatment and Quality Control 53 E1 Water Quality and Testing 54 E2 Water Treatment System 57 Worksheet Section E 62 References 63 1 Basics of Water Supply System- Training Module for Local Water and Sanitation Management ABBREVIATIONS CPHEEO Central Public Health and Environmental Engineering Organisation cu. -
Modeling and Optimization of a Thermosiphon for Passive Thermal Management Systems
MODELING AND OPTIMIZATION OF A THERMOSIPHON FOR PASSIVE THERMAL MANAGEMENT SYSTEMS A Thesis Presented to The Academic Faculty by Benjamin Haile Loeffler In Partial Fulfillment of the Requirements for the Degree Master of Science in the G. W. Woodruff School of Mechanical Engineering Georgia Institute of Technology December 2012 MODELING AND OPTIMIZATION OF A THERMOSIPHON FOR PASSIVE THERMAL MANAGEMENT SYSTEMS Approved by: Dr. J. Rhett Mayor, Advisor Dr. Sheldon Jeter G. W. Woodruff School of Mechanical G. W. Woodruff School of Mechanical Engineering Engineering Georgia Institute of Technology Georgia Institute of Technology Dr. Srinivas Garimella G. W. Woodruff School of Mechanical Engineering Georgia Institute of Technology Date Approved: 11/12/2012 ACKNOWLEDGEMENTS I would like to first thank my committee members, Dr. Jeter and Dr. Garimella, for their time and consideration in evaluating this work. Their edits and feedback are much appreciated. I would also like to acknowledge my lab mates for the free exchange and discussion of ideas that has challenged all of us to solve problems in new and better ways. In particular, I am grateful to Sam Glauber, Chad Bednar, and David Judah for their hard work on the pragmatic tasks essential to this project. Andrew Semidey has been a patient and insightful mentor since my final terms as an undergrad. I thank him for his tutelage and advice over the years. Without him I would have remained a mediocre heat transfer student at best. Andrew was truly indispensable to my graduate education. I must also thank Dr. Mayor for his guidance, insight, and enthusiasm over the course of this work. -
Modeling and Simulation of a Thermosiphon Solar Water Heater in Makurdi Using Transient System Simulation
International Journal of Scientific & Engineering Research Volume 10, Issue 12, December-2019 451 ISSN 2229-5518 Modeling and Simulation of a Thermosiphon Solar Water Heater in Makurdi using Transient System Simulation Prof. Joshua Ibrahim, Dr. Aoandona Kwaghger, Engr. Shehu Mohammed Sani ABSTRACT The modeling and simulation of a thermosyphon solar water heater at Makurdi (7.74oN) Nigeria was conducted for a period of three months (November, 2013- January, 2014). The research was aimed at simulating the performance of a solar water heater by using various parameters for greater efficiency. The solar water heater was developed and its performance was simulated at University of Agriculture Makurdi. The solar radiation on a horizontal surface was measured using a solarimeter. The water mass flow rates were measured using a Flow meter. The relative humidity data were measured using the Hygrometer. The inlet, outlet and ambient temperatures were measured using a Digital thermometer. For the simulation of the entire system the following measured parameters were used, as global solar radiation on collector plate, collector ambient temperature, heat exchanger and storage tank ambient temperature, flow rate of the collector and storage loop, the cold tap water temperature and the hot water usage. For the validation of the model and for the identification of parameters as heat loss coefficients in situ measurements were performed. Based on the developed models parameter sensitivity analysis and transient influences can be examining for the element and the entire system as well. The results obtained were simulated using Transient simulation software16 (TRNSYS). The results obtained showed that the daily average solar radiation for the period varied from 405 푊/푚2 to1008 푊/푚2. -
Implementing Rainwater Harvesting Systems on The
IMPLEMENTING RAINWATER HARVESTING SYSTEMS ON THE TEXAS A&M CAMPUS FOR IRRIGATION PURPOSES: A FEASIBILITY STUDY A Senior Scholars Thesis by WILLIAM HALL SAOUR Submitted to the Office of Undergraduate Research Texas A&M University in partial fulfillment for the requirements for the designation as UNDERGRADUATE RESEARCH SCHOLAR April 2009 Major: Civil Engineering i IMPLEMENTING RAINWATER HARVESTING SYSTEMS ON THE TEXAS A&M CAMPUS FOR IRRIGATION PURPOSES: A FEASIBILITY STUDY A Senior Scholars Thesis by WILLIAM HALL SAOUR Submitted to the Office of Undergraduate Research Texas A&M University in partial fulfillment of the requirements for designation as UNDERGRADUATE RESEARCH SCHOLAR Approved by: Research Advisor: Emily Zechman Associate Dean for Undergraduate Research: Robert C. Webb April 2009 Major: Civil Engineering iii ABSTRACT Implementing Rainwater Harvesting Systems on the Texas A&M University Campus for Irrigation Purposes: A Feasibility Study. (April 2009) William Hall Saour Department of Civil Engineering Texas A&M University Research Advisor: Dr. Emily Zechman Department of Civil Engineering Increasing population and increasing urbanization threatens both the health and availability of water resources. The volume and timing of water that is readily available may not be sufficient to supply the demand for potable water in urban areas. Rainwater harvesting is a water conservation strategy that may help alleviate water scarcity and protect the environment. The benefits of collecting rainwater and utilizing it as irrigation water are both tangible and non-tangible. Through collecting and reusing rainwater, grey water may be utilized as a practical resource. Although grey water is not safe to drink, it is safe for other uses such as toilet water, cleaning water, and irrigation. -
DRINKING WATER QUALITY in the HOME Responses to Frequently Asked Questions About Lead and Copper in Water
DRINKING WATER QUALITY IN THE HOME Responses to Frequently Asked Questions About Lead and Copper in Water 1. What steps can I take to maintain drinking water quality in my home? Residents can take steps to protect water quality in their home. Actions that help to preserve water qual- ity include: • Use cold water for drinking and preparing food. • Flush your tap before using it for drinking or cooking any time the water in a faucet has gone unused for more than 6 hours. Flushing the tap means running the cold water for 30 seconds to 2 minutes until it gets noticeably colder. • Clean faucet aerators and strainers monthly. Replace aerators in poor condition. • Clean and disinfect sinks and faucets regularly. Cleaning faucet aerators monthly and running cold water to - flush a faucet that hasn’t been used for 6 or more hours help cording to the manufacturer’s recommendations. preserve drinking water quality in your home. • Replace your refrigerator and icemaker filters ac the manufacturer’s recommendations. • Corrosion may be greater if grounding wires from • Replace any other water filters used according to the electrical system are attached to your pipes. Flushing tap water is a simple and inexpensive Check with the licensed electrician or your local measure you can take to protect your family’s health. electrical code to determine if your wiring can be When water stands in lead pipes or pipes with lead grounded elsewhere. DO NOT attempt to change solder for several hours or more, the lead may dis- the wiring yourself because improper grounding water drawn from the tap in the morning, or later in thesolve afternoon into your after drinking returning water. -
Solar Water Heating System Requirements
Solar Water Heating Installation Requirements Adapted from The Bright Way to Heat Water™ technical requirements V 27 Energy Trust of Oregon Solar Water Heating Installation Requirements Revisions Energy Trust updates these installation requirements annually. Many thanks to the industry members and technical specialists that have invested their time to help keep this document current. The current document (v 27) underwent significant changes from previous installation requirements. Much of the redundant commentary material was removed and many requirements were evaluated based on cost effectiveness and removed or relaxed. The revisions table below summarizes many of the new changes however this document should be read in its entirety to understand the changes. August, 2012 Revisions Section Revision 2.2 Changed requirement for avoiding galvanic action, allowing aluminum Materials to galvanized steel connections. Requirements related to overheat and freeze protection were moved 2.3 to the new Solar Water Heating System Design and Eligibility Equipment and Installation Requirements document. Water quality requirements were removed. Requirements related to heat exchanger materials were moved to the 2.6 new Solar Water Heating System Design and Eligibility Requirements Plumbing document. Parts of Section 2.10 from v 26 were integrated into section 2.6. Backup water heater requirements were removed and/or deferred to code. 2.8 Anti-convective piping requirements were removed. Backup Water Heater Backup water heater R-10 floor pad was removed. Parts of Section 2.10 from v 26 were integrated into section 2.8 2.9 Storage to collector ratios were revised for single tank systems and moved to the new Solar Water Heating System Design and Eligibility Solar Storage Tank Requirements document. -
Prevent Engine Heater Hassles in Power Generators Reduce Low-Coolant Alarms, Low-Temperature Alarms and Service Calls
WHITE PAPER Automotive Off Road Heavy Power Duty Gen Prevent Engine Heater Hassles in Power Generators Reduce Low-Coolant Alarms, Low-Temperature Alarms and Service Calls A power generator’s engine heater is a critical component in providing fast, clean engine starts. Choosing and correctly installing a properly sized, high-quality heater protects the genset investment and ensures performance. Many diesel-power generator dealers, packagers, equipment rental companies and maintenance professionals are familiar with the frustration and cost of excessive low- coolant and low-temperature alarms resulting in service calls. Coolant evaporation can be caused by a thermosiphon circulation (TC) heater or incorrect installation of the heater. Dealers and packagers with service contracts are paying the price with replacement heaters and added service calls. Engine heater service issues are especially problematic for level-one care facilities, such as nursing homes and hospitals, where backup gensets must meet the NFPA 110, Type 10 regulation and start in less than 10 seconds. In Canada, CSA 282 requires engines to maintain a temperature between 100º and 120ºF (38º and 49ºC) to ensure quick startup. Mandatory for power generators, starting engines at these temperatures minimize wear and increase operating life. 1 WHITE PAPER Limited Engine Heater Choices To be cost-competitive, or due to lack of application information, gensets are often shipped with a low-cost engine heater. These heaters may not be suitable for all applications or meet the customer requirements. The dealer may need to upgrade the heater before the power generator is installed or in the field. To select the right engine pre-heater, it is important to be aware of new, more reliable products available today. -
Plate Heat Exchangers for Refrigeration Applications
Plate heat exchangers for refrigeration applications Technical reference manual A Technical Reference Manual for Plate Heat Exchangers in Refrigeration & Air conditioning Applications by Dr. Claes Stenhede/Alfa Laval AB Fifth edition, February 2nd, 2004. Alfa Laval AB II No part of this publication may be reproduced, stored in a retrieval system or transmitted, in any form or by any means, electronic, mechanical, recording, or otherwise, without the prior written permission of Alfa Laval AB. Permission is usually granted for a limited number of illustrations for non-commer- cial purposes provided proper acknowledgement of the original source is made. The information in this manual is furnished for information only. It is subject to change without notice and is not intended as a commitment by Alfa Laval, nor can Alfa Laval assume responsibility for errors and inaccuracies that might appear. This is especially valid for the various flow sheets and systems shown. These are intended purely as demonstrations of how plate heat exchangers can be used and installed and shall not be considered as examples of actual installations. Local pressure vessel codes, refrigeration codes, practice and the intended use and in- stallation of the plant affect the choice of components, safety system, materials, control systems, etc. Alfa Laval is not in the business of selling plants and cannot take any responsibility for plant designs. Copyright: Alfa Laval Lund AB, Sweden. This manual is written in Word 2000 and the illustrations are made in Designer 3.1. Word is a trademark of Microsoft Corporation and Designer of Micrografx Inc. Printed by Prinfo Paritas Kolding A/S, Kolding, Denmark ISBN 91-630-5853-7 III Content Foreword. -
Echnica L Ssista Nce Tu Dy Umass Memorial Medical Center
UMASS MEMORIAL MEDICAL CENTER POWER PLANT 55 LAKE AVENUE NORTH WORCESTER, MA T ECHNICAL ECHNICAL A SSISTANCE SSISTANCE PREPARED FOR S TUDY DCAMM Prepared by B2Q Associates, Inc. Andover, MA Revision Date 12/21/2015 TECHNICAL ASSISTANCE STUDY - WATERSIDE ECONOMIZER UMASS MEMORIAL MEDICAL CENTER - POWER PLANT Introduction .................................................................................................................................... 3 Contacts .......................................................................................................................................... 5 Approach & Modeling Methodology .............................................................................................. 6 Executive Summary Table ............................................................................................................... 7 Facility & Process Description ......................................................................................................... 8 Annual Chilled Water Load Profile ................................................................................................ 11 Energy Modeling Methodology .................................................................................................... 15 Baseline Chiller Plant Modeling ................................................................................................ 15 Power Plant Modeling............................................................................................................... 17 Energy Conservation -
Timbertanks Boyle&Mahood 08.1
AUTHOR: Carol Boyle, Director, International Centre for Sustainability Engineering and Research, University of Auckland Marya Mahmood (MEngSt Student, University of Auckland) Title of Paper: Comparative Assessment of Embodied Energy and CO2 of Water Tanks Contact Dr. Carol Boyle Organisation International Centre for Sustainability Engineering and Research University of Auckland Postal Address Private Bag 92019 Auckland 1072 Telephone 649 373 7599x88210 Fax 649 373 7462 Email [email protected] 1 Abstract The main aim of this project was to compare the life cycle energy use and carbon dioxide emissions of different materials of water storage tanks for a New Zealand market. This study analysed the life cycle analysis energy requirements and carbon dioxide emissions associated with plastic, concrete, steel and wood water storage tanks. The energy inputs and emissions for each of the materials were normalised to the 20 years. Results indicate that wood was the best of the four materials, having both the lowest embodied energy and carbon dioxide emissions. Plastic had the highest embodied energy while concrete tanks had the greatest embodied CO2. Further research is required to complete a full life cycle assessment of the different materials. 2 Environmental Impacts of Different Materials for Water Tanks Introduction There are increasing concerns over provision of water to communities, with an estimated two-thirds of countries facing increasing water shortages by 2050 (GEO4, 2007). While much of New Zealand current has sufficient water, changes in rainfall patterns due to climate change, an increasing consumption of water and a reliance on water for energy provision mean that water conservation will become increasingly important. -
Wood Burning Cook Stove Energy Saving Hot Water Kit CAUTION
INSTALLATION INSTRUCTIONS For The "North" Wood Burning Cook Stove energy saving Hot Water Kit CAUTION: These installation instructions are meant to be used as a guide for woodstove owner and plumber to follow. Failure to follow these instructions properly may result in a faulty installation. which could result in damage to system and/or self. Study the instructions thoroughly before beginning any work. WARRNING: Water Coil should be installed over horizontal firebricks and under cooktop (horizontally as shown on photo 1 and 2 on pg.6) NOT inside the firebox. USE PROFESSIONAL-LICENSE PLUMBER. If your unit has water coil installed by manufacturer, skip 1-7 and choose method I, II or III, one that will best suit your particular needs. 1. Wash the heat exchanger coil out with hot soapy water and rinse. This will insure that no residues will be left inside the coil from the manufacturing process. 2. Measure the distance from center to center of the holes on the ends of the heat exchanger coil. This measurement may be 6", 8", or 9“, depending on your coil kit model no. 3. Locate a space within the stove where the coil will not interfere with any of the internal parts. With a centerpunch and hammer, mark two points (measurement in step one) on the outside of the stove that will correspond with the free space inside. If your stove is cast iron, DO NOT attempt to centerpunch it, as it will crack. Mark the stove with a felt tipped pen if it is cast iron. 4. With the drill provided in the holesaw, dril a 1/4" hole at each of the marks. -
Garden Schematic
THE CITY OF SURPRISE CONSERVATION GARDENS SITE WILL HARVEST STORM WATER COLLECTION STORM WATER TO SUPPLEMENT THE PROJECT SITE IRRIGATION - 10,000 GALLON FIBERGLASS STORM WATER STORAGE TANK REQUIREMENTS. THE STORM WATER TANK IS ONE (1) 10,000 GALLON - 8' DIAMETER X 31' LONG UNDERGROUND FIBERGLASS TANKS THAT WILL ACT AS A SURGE TANK DURING RAIN EVENTS. THE STORM WATER TANK SHALL BE EQUIPPED 1 2 3 4 WITH A 200 GPM PUMP TO TRANSFER WATER TO THE PRIMARY IRRIGATION 5 6 7 STORM WATER TRANSFER PUMP 8 STORAGE TANKS DURING A STORM AND AFTERWARDS AS PRIMARY 9 10 11 - 200 GPM AT 50 FT-HEAD SUBMERSIBLE PUMP 12 13 STORAGE VOLUME ID DEPLETED. ADDITIONALLY, A SINGLE 10,000 14 15 - POWER: 120-240V/1PHASE/60Hz 16 GALLON CORRUGATED STEEL TANK WILL COLLECT RAIN WATER DIRECTLY P - EQUIPPED WITH FLOW METER FROM THE EXISTING BUILDING EAST OF THE GARDEN SITE. THE EXISTING M - PUMP WILL TRANSFER STORM WATER DURING STORM EVENTS RAIN SCUPPER WILL BE EXTENDED TO FILL THE TANK FROM THE TOP. A IRRIGATION MAINLINE TO FILL PRIMARY IRRIGATION WATER STORAGE TANKS AND WILL REFILL PRIMARY TANKS AS THEY BECOME SMALL 10 GPM PUMP WILL TRANSFER WATER FROM THE RAIN WATER EMPTY STORAGE TANK TO THE PRIMARY STORAGE TANKS, OR THE PUMP MAY BE USED TO IRRIGATE A SMALL EXAMPLE COMMERCIAL GARDEN ON THE RESIDENTIAL RAIN WATER COLLECTION SITE. - TWO (2) 400 GALLON POLYETHYLENE STORAGE TANKS - SIZE: 3' DIAMETER X 8' HIGH THE PRIMARY IRRIGATION STORAGE TANKS SHALL CONSIST OF TWO (2) - TO COLLECT RAIN FROM RESIDENTIAL ROOF AND GRAVITY FEED 18,000 GALLON ABOVE GRADE CORGAL CORRUGATED STEEL TANKS TO PLANTS AROUND HOUSE VIA GRAVITY SYSTEM SITUATED AT THE SOUTH END OF THE SITE.