This report is a proposal that details a possible hand – washing facility as well as an examination of the cultural and social aspects involved in delivering sanitary hand washing to villages in Cameroon.
The handwashing facility proposed is the Tippy Tap. The tippy tap cuts out the use of manual operation by linking a foot pedal to a water container by a rope. The rope is suspended over a beam, which dispenses the water found in an allocated container following foot pedal operation. The primary material implemented is timber, which is utilised to frame the overall structure comprised of a beam resting on two inclined timber columns. This structural arrangement was considered due to added lateral resistance as opposed to vertical columns. A span between 1.5m and 2m ensures sufficient space for a maximum load of 5 containers. In order to ensure a long – term solution, the foot of the timber columns will be placed into a mixture of cement and sand for added support. Furthermore, the tippy tap design accounts for drainage of used water by means of a shallow gravel pit.
In addition to the design proposal, a maintenance strategy has been outlined to assess and enhance the sustainability of the facilities described. The maintenance section examines possible issues that may arise during the operation of the facilities, a breakdown of these issues and mitigation strategies. The measures taken influence cultural and social attributes, thus the aspect of education and acceptance is of high importance and as such has been accounted within the report. An action plan has been presented to ensure safe, effective and intuitive practice of the facilities stated.
"This brand new Powerpoint Presentation details the types, benefits, and applications of the Smith Drainage Systems Trench Drains. This overview of the product line is an excellent resource tool for anyone interested in our trench drains."
Jay R. Smith Mfg. Co. offers a full line of trench drain products covering a broad scope of manufacturing, processing, commercial, industrial and residential applications. The Enviro-Flo® Trench Drain Series, Figure Numbers 9930 and 9931, is made from 100% polypropylene, making it light weight, durable and easy to install. The Enviro-Flo® system can consist of 15 sloped and 15 neutral channels for any configuration. The Smith/ACO Trench Drain Series, Figure Numbers 9810 through 9860, is made from precast polymer concrete and fiberglass. The Smith/ACO system is sloped with a radiused bottom. The smooth, uniform interior of these channels offers maximum hydraulic performance. Jay R. Smith Mfg. Co. Drainage Systems includes a wide variety of grate types and materials to meet all installation requirements.
For more information, please visit www.jrsmith.com
Design and Construction of Sewers And Sewer AppurtenancesTulsiram Bhattarai
The document provides information about sewer systems in Nepal. It discusses the historical development of sewage systems in Nepal from the 1920s to present day. It outlines the objectives of understanding sewer types, design criteria, construction, and appurtenances. The document describes various sewer shapes including circular, rectangular, egg-shaped, and others. It covers design criteria such as sewage flow calculations, velocity, gradient, and materials. Common sewer materials like concrete, brick, cast iron are explained. The importance of manholes and other appurtenances for maintenance and inspection is highlighted.
PROCEDURE FOR MAINTENANCE OF SEWAGE SYSTEMAB MAKASANA
The document outlines the procedure for maintaining a sewage system. Maintenance includes removing blockages, cleaning sewers and repair work. Clogged sewers are costly to maintain, especially those laid on flat gradients where tree roots can penetrate joints. The largest maintenance cost comes from cleaning sewers clogged with silt, grease, and oils. Maintenance tasks include repairing manholes, sewer lines, preventing clogging, checking for leaks, and raising manholes to match road levels. The maintenance in-charge is responsible for inspecting sewers, measuring flows, cleaning, flushing to prevent clogging, repairing pipes and structures, preventing explosions, scheduling routine maintenance, supervising work, and obtaining approvals for
The document discusses the design and construction of sewers. It outlines the objectives, which are to understand sewer design procedures, types of sewers, materials used, and construction. It covers sewer shapes, design criteria including discharge, velocity, size and grades. Hydraulic formulae and elements for circular and partially full sewers are provided. Common sewer materials like concrete, steel, plastic, vitrified clay and their properties are described.
The document discusses the design and installation of absorption trenches and beds for on-site wastewater systems. It describes how trenches and beds work to treat and dispose of wastewater effluent from septic tanks. Key steps in the design process include determining trench dimensions, distributing effluent evenly, and meeting regulatory requirements. Proper installation techniques help ensure trenches function effectively long-term and involve accurately locating, leveling, and promptly completing trenches.
The document provides information about micro irrigation training attended by Ahmad Ali. It discusses the various components of drip irrigation systems including filters. Different types of filters are described such as hydro cyclone, J sand separator, horizontal sand filter, vertical sand filter, screen filter and disc filter. Their working mechanisms are explained. The document also discusses the design process for micro irrigation systems including calculating water requirements, selecting pipe sizes, and choosing appropriate pumps and filters. It is concluded that micro irrigation improves water use efficiency and is suitable for arid regions.
This document discusses alternative water supply technologies for areas of Bangladesh where conventional shallow and deep tube wells are not suitable due to high salinity in groundwater. It describes several alternative technologies including shallow and very shallow shrouded tube wells, deep tube wells, dug wells, pond sand filters, household filters, infiltration galleries, and rainwater harvesting. For each technology, it provides details on how it works and its advantages and limitations. The document is authored by Priodeep Chowdhury, a lecturer in the Department of Civil and Environmental Engineering at Uttara University.
"This brand new Powerpoint Presentation details the types, benefits, and applications of the Smith Drainage Systems Trench Drains. This overview of the product line is an excellent resource tool for anyone interested in our trench drains."
Jay R. Smith Mfg. Co. offers a full line of trench drain products covering a broad scope of manufacturing, processing, commercial, industrial and residential applications. The Enviro-Flo® Trench Drain Series, Figure Numbers 9930 and 9931, is made from 100% polypropylene, making it light weight, durable and easy to install. The Enviro-Flo® system can consist of 15 sloped and 15 neutral channels for any configuration. The Smith/ACO Trench Drain Series, Figure Numbers 9810 through 9860, is made from precast polymer concrete and fiberglass. The Smith/ACO system is sloped with a radiused bottom. The smooth, uniform interior of these channels offers maximum hydraulic performance. Jay R. Smith Mfg. Co. Drainage Systems includes a wide variety of grate types and materials to meet all installation requirements.
For more information, please visit www.jrsmith.com
Design and Construction of Sewers And Sewer AppurtenancesTulsiram Bhattarai
The document provides information about sewer systems in Nepal. It discusses the historical development of sewage systems in Nepal from the 1920s to present day. It outlines the objectives of understanding sewer types, design criteria, construction, and appurtenances. The document describes various sewer shapes including circular, rectangular, egg-shaped, and others. It covers design criteria such as sewage flow calculations, velocity, gradient, and materials. Common sewer materials like concrete, brick, cast iron are explained. The importance of manholes and other appurtenances for maintenance and inspection is highlighted.
PROCEDURE FOR MAINTENANCE OF SEWAGE SYSTEMAB MAKASANA
The document outlines the procedure for maintaining a sewage system. Maintenance includes removing blockages, cleaning sewers and repair work. Clogged sewers are costly to maintain, especially those laid on flat gradients where tree roots can penetrate joints. The largest maintenance cost comes from cleaning sewers clogged with silt, grease, and oils. Maintenance tasks include repairing manholes, sewer lines, preventing clogging, checking for leaks, and raising manholes to match road levels. The maintenance in-charge is responsible for inspecting sewers, measuring flows, cleaning, flushing to prevent clogging, repairing pipes and structures, preventing explosions, scheduling routine maintenance, supervising work, and obtaining approvals for
The document discusses the design and construction of sewers. It outlines the objectives, which are to understand sewer design procedures, types of sewers, materials used, and construction. It covers sewer shapes, design criteria including discharge, velocity, size and grades. Hydraulic formulae and elements for circular and partially full sewers are provided. Common sewer materials like concrete, steel, plastic, vitrified clay and their properties are described.
The document discusses the design and installation of absorption trenches and beds for on-site wastewater systems. It describes how trenches and beds work to treat and dispose of wastewater effluent from septic tanks. Key steps in the design process include determining trench dimensions, distributing effluent evenly, and meeting regulatory requirements. Proper installation techniques help ensure trenches function effectively long-term and involve accurately locating, leveling, and promptly completing trenches.
The document provides information about micro irrigation training attended by Ahmad Ali. It discusses the various components of drip irrigation systems including filters. Different types of filters are described such as hydro cyclone, J sand separator, horizontal sand filter, vertical sand filter, screen filter and disc filter. Their working mechanisms are explained. The document also discusses the design process for micro irrigation systems including calculating water requirements, selecting pipe sizes, and choosing appropriate pumps and filters. It is concluded that micro irrigation improves water use efficiency and is suitable for arid regions.
This document discusses alternative water supply technologies for areas of Bangladesh where conventional shallow and deep tube wells are not suitable due to high salinity in groundwater. It describes several alternative technologies including shallow and very shallow shrouded tube wells, deep tube wells, dug wells, pond sand filters, household filters, infiltration galleries, and rainwater harvesting. For each technology, it provides details on how it works and its advantages and limitations. The document is authored by Priodeep Chowdhury, a lecturer in the Department of Civil and Environmental Engineering at Uttara University.
Pipex FASTBUILD™ Packaged Pumping Stations can be supplied complete with Pipex FASTBUILD™ Valve Chambers and Pipex CHEMSAFE™ Pipe Systems heavy gauge HDPE rising mains. Alternatively the chambers can be supplied standalone for connection to any concrete, plastic, clay, FRP, cast iron or metallic drainage pipe system as required.
This document summarizes a research paper that proposes an efficient way to collect and use storm water runoff from roads by altering the channel system beneath the road surface. The system involves digging channels underneath the road, lining them with cement, and covering them with perforated stones to allow water to flow through while still supporting vehicle loads. This would prevent water stagnation on roads, reduce pothole formation, and help meet water demands, while only requiring higher initial construction costs. Collecting storm water in this way could have benefits like lessening water scarcity, improving traffic flow, and controlling diseases spread by standing water.
This slide represents one of the best filtration systems for your koi pond. Through this slide you can understand about how to choose one of the best pond filters and how to safe your Koi fishes for long time.
The document discusses drip irrigation, including its components, advantages, and applications. Drip irrigation, also known as trickle irrigation or micro irrigation, applies water directly to plant roots through a network of valves, pipes, tubing, and emitters to prevent water stress. It has advantages like reduced water use, lower pumping needs, and automation. Some disadvantages include the initial investment required and need for high quality water and ongoing maintenance. The document concludes that drip irrigation optimizes water use and yields good results if properly installed and maintained.
Rain water harvesting involves collecting and storing rainwater for beneficial use. It can be collected from rooftops or on land surfaces and stored in tanks, reservoirs, or recharged into groundwater. Properly implemented rooftop rainwater harvesting provides a sustainable water source, recharges groundwater, and has many environmental benefits. An effective system includes gutters and downpipes to collect water and direct it into a storage tank with filters to remove debris. Excess water can be recharged into the ground to further augment groundwater supplies.
Pumping stations are necessary to lift wastewater in certain situations, such as when sewage needs to be pumped over ridges or into treatment plants at higher elevations. A pumping station contains elements like grit channels, screens, a wet well, dry well housing pumps, and rising mains to transport sewage to higher gravity sewers. Proper design considers flow rates, sediment removal, pump access and reliability, and connections to discharge sewage safely.
Continuous & intermittent system of water supplyParikshit Kumar
This document discusses continuous and intermittent water supply systems. The continuous system provides water 24 hours a day through a pressurized network. It has advantages like fresh water availability and meeting fire demands quickly, but can waste more water from leaks. The intermittent system divides the area into zones and supplies each for fixed hours due to limited water availability. It requires larger pipes but less infrastructure. Both systems can experience contamination issues, but intermittent systems are more vulnerable. The document compares the key aspects of the two approaches and discusses challenges to achieving continuous supply in India.
The document discusses various on-site and off-site sanitation technologies. It describes simple pit latrines, pour-flush latrines, ventilated improved pit (VIP) latrines, ecosan latrines, septic tanks, aqua-privies, and centralized and decentralized wastewater systems. The main technologies are compared in terms of their advantages and disadvantages related to costs, water requirements, operation and maintenance needs, and suitability for rural versus urban contexts.
Here you will get all information about sewer design, its type & various tests carried out on it for any leakage or any obstruction present and of improper joints.
This document discusses the maintenance of sewerage systems. It identifies common problems such as leakage of cast iron pipes, overflowing cisterns, blocked waste pipes, and clogged drains. It provides details on the causes and solutions for these issues. Maintenance involves activities like cleaning blockages, repairing leaks, replacing damaged fixtures, and ensuring proper ventilation of sewer lines. Regular inspection and cleaning is important to prevent clogging and ensure efficient functioning of the sewerage system.
This document describes a novel drip irrigation system that uses plastic bottles to efficiently irrigate crops. Currently, most Indian agriculture depends on rain and farmers lack adequate irrigation. Existing systems are costly and rely on expensive diesel. The novel system cuts the bottoms off plastic bottles, inserts a ball valve, and connects bottles with tubing. Water enters the bottle until the ball seals it full. Multiple bottles can be connected to distribute water widely and cheaply. At only 9 rupees per bottle, it is affordable and flexible compared to rigid piped systems. The design optimizes water use, requires no fuel, and could overcome irrigation challenges across India.
This document provides an overview of general considerations for designing a water distribution system. It discusses 12 key factors to consider:
1. Circulation of water in the system to avoid dead ends.
2. Ensuring the construction and design allows sufficient water supply at all times and desired pressures.
3. Preventing contamination from sewage by proper separation of water and sewer pipes.
4. Providing adequate earth cushioning over main pipes laid under roads.
5. Designing the system economically by considering factors like pumping heads and pipe diameters.
6. Ensuring adequate water supply for fire demands.
7. Setting proper pipe gradients based on ground contours and hydraulic gradients.
The ultimate guide for drip irrigation 2018Amar Sawant
This Guide will teach you everything you need to know about Drip Irrigation.
Components Of Drip irrigation system
Cost of installation
Government subsidy
And Guidelines For Maintenance and much other valuable information that I’ve never shared anywhere else before.
Let’s get started…
The available water for agriculture is decreasing day by day due to increase in population, industrialization, and short rainfall. it has become essential to use modern irrigation technologies like Drip irrigation, sprinkler irrigation in agriculture
Drip irrigation means providing the required quantity of water directly to the root zone of Crop plants through a network of small pipes this is also called micro-irrigation or trickle irrigation.
This is the most efficient irrigation technique.
In Drip irrigation system water supplies to plant roots through a collection of plastic pipes, lateral tubes, and valves. These components, controlled with the help of dripper and water pump. with help drip irrigation system it is become easy to provide liquid fertilizer to plant root system.
Collection of sewage & estimation of its dischargeRajdip Bhdaraka
This document provides an overview of wastewater and sewerage systems. It defines wastewater as water used in homes, commercial spaces, and industries that needs treatment and disposal. Effective wastewater collection is important to prevent unhygienic conditions. The document then describes the components of typical sewerage systems and different types of sewer pipes used, including their characteristics and suitable applications. It also discusses factors that affect wastewater flow estimation and formulas used to calculate peak storm discharge in sewer design.
01 Sewage Generation, Collection and Conveyanceakashpadole
The presentation has prepared as per the syllabus of Mumbai University.
Go through the presentation, if you like it then share it with your friends and classmates.
Thank you :)
It describes water distribution methods, including necessity and requirement, distribution patterns, types of ESR and determination of reservoir capacity includes Balancing storage, Breakdown storage and Fire storage in case of water distribution.
The document provides information about septic systems and the problems with conventional septic tanks. It introduces Safegard septic tanks as an advanced solution. Safegard tanks have a unique vertical and modular design that makes them strong, lightweight, and easy to install. They are more durable and resistant to corrosion than conventional brick or concrete tanks. The document outlines the components, sizes, and installation process of Safegard septic tanks.
Drainage system is one of the most important aspects of designing. This presentation was created to share the importance of one-pipe system and two-pipe system in design.
This document provides a final report on the design of a rainwater catchment system for 50 people in Haiti. The system includes a 185 m2 catchment area made of aluminum, a flow diverter made of PVC pipes to remove debris, two 30 cm diameter sand filters 1.1 m high to remove pathogens, and two 5,000 gallon polyethylene reservoirs for storage. Experimental testing showed the flow diverter effectively cleans water. Testing also determined the optimal sand filter dimensions. The total estimated cost is $6,700-$8,200.
This document provides an initial study on rainwater harvesting in 12 villages in Nong Het district, Laos. It analyzes the current water supply and demand, and proposes installing rainwater collection systems on school rooftops to supplement dry season water sources. Calculations estimate that roof collection could provide over half a year's supply but additional domestic systems and education may be needed to fully meet demand. The study outlines design considerations for gutters, tanks, and ensuring water quality in the proposed rainwater harvesting system.
Pipex FASTBUILD™ Packaged Pumping Stations can be supplied complete with Pipex FASTBUILD™ Valve Chambers and Pipex CHEMSAFE™ Pipe Systems heavy gauge HDPE rising mains. Alternatively the chambers can be supplied standalone for connection to any concrete, plastic, clay, FRP, cast iron or metallic drainage pipe system as required.
This document summarizes a research paper that proposes an efficient way to collect and use storm water runoff from roads by altering the channel system beneath the road surface. The system involves digging channels underneath the road, lining them with cement, and covering them with perforated stones to allow water to flow through while still supporting vehicle loads. This would prevent water stagnation on roads, reduce pothole formation, and help meet water demands, while only requiring higher initial construction costs. Collecting storm water in this way could have benefits like lessening water scarcity, improving traffic flow, and controlling diseases spread by standing water.
This slide represents one of the best filtration systems for your koi pond. Through this slide you can understand about how to choose one of the best pond filters and how to safe your Koi fishes for long time.
The document discusses drip irrigation, including its components, advantages, and applications. Drip irrigation, also known as trickle irrigation or micro irrigation, applies water directly to plant roots through a network of valves, pipes, tubing, and emitters to prevent water stress. It has advantages like reduced water use, lower pumping needs, and automation. Some disadvantages include the initial investment required and need for high quality water and ongoing maintenance. The document concludes that drip irrigation optimizes water use and yields good results if properly installed and maintained.
Rain water harvesting involves collecting and storing rainwater for beneficial use. It can be collected from rooftops or on land surfaces and stored in tanks, reservoirs, or recharged into groundwater. Properly implemented rooftop rainwater harvesting provides a sustainable water source, recharges groundwater, and has many environmental benefits. An effective system includes gutters and downpipes to collect water and direct it into a storage tank with filters to remove debris. Excess water can be recharged into the ground to further augment groundwater supplies.
Pumping stations are necessary to lift wastewater in certain situations, such as when sewage needs to be pumped over ridges or into treatment plants at higher elevations. A pumping station contains elements like grit channels, screens, a wet well, dry well housing pumps, and rising mains to transport sewage to higher gravity sewers. Proper design considers flow rates, sediment removal, pump access and reliability, and connections to discharge sewage safely.
Continuous & intermittent system of water supplyParikshit Kumar
This document discusses continuous and intermittent water supply systems. The continuous system provides water 24 hours a day through a pressurized network. It has advantages like fresh water availability and meeting fire demands quickly, but can waste more water from leaks. The intermittent system divides the area into zones and supplies each for fixed hours due to limited water availability. It requires larger pipes but less infrastructure. Both systems can experience contamination issues, but intermittent systems are more vulnerable. The document compares the key aspects of the two approaches and discusses challenges to achieving continuous supply in India.
The document discusses various on-site and off-site sanitation technologies. It describes simple pit latrines, pour-flush latrines, ventilated improved pit (VIP) latrines, ecosan latrines, septic tanks, aqua-privies, and centralized and decentralized wastewater systems. The main technologies are compared in terms of their advantages and disadvantages related to costs, water requirements, operation and maintenance needs, and suitability for rural versus urban contexts.
Here you will get all information about sewer design, its type & various tests carried out on it for any leakage or any obstruction present and of improper joints.
This document discusses the maintenance of sewerage systems. It identifies common problems such as leakage of cast iron pipes, overflowing cisterns, blocked waste pipes, and clogged drains. It provides details on the causes and solutions for these issues. Maintenance involves activities like cleaning blockages, repairing leaks, replacing damaged fixtures, and ensuring proper ventilation of sewer lines. Regular inspection and cleaning is important to prevent clogging and ensure efficient functioning of the sewerage system.
This document describes a novel drip irrigation system that uses plastic bottles to efficiently irrigate crops. Currently, most Indian agriculture depends on rain and farmers lack adequate irrigation. Existing systems are costly and rely on expensive diesel. The novel system cuts the bottoms off plastic bottles, inserts a ball valve, and connects bottles with tubing. Water enters the bottle until the ball seals it full. Multiple bottles can be connected to distribute water widely and cheaply. At only 9 rupees per bottle, it is affordable and flexible compared to rigid piped systems. The design optimizes water use, requires no fuel, and could overcome irrigation challenges across India.
This document provides an overview of general considerations for designing a water distribution system. It discusses 12 key factors to consider:
1. Circulation of water in the system to avoid dead ends.
2. Ensuring the construction and design allows sufficient water supply at all times and desired pressures.
3. Preventing contamination from sewage by proper separation of water and sewer pipes.
4. Providing adequate earth cushioning over main pipes laid under roads.
5. Designing the system economically by considering factors like pumping heads and pipe diameters.
6. Ensuring adequate water supply for fire demands.
7. Setting proper pipe gradients based on ground contours and hydraulic gradients.
The ultimate guide for drip irrigation 2018Amar Sawant
This Guide will teach you everything you need to know about Drip Irrigation.
Components Of Drip irrigation system
Cost of installation
Government subsidy
And Guidelines For Maintenance and much other valuable information that I’ve never shared anywhere else before.
Let’s get started…
The available water for agriculture is decreasing day by day due to increase in population, industrialization, and short rainfall. it has become essential to use modern irrigation technologies like Drip irrigation, sprinkler irrigation in agriculture
Drip irrigation means providing the required quantity of water directly to the root zone of Crop plants through a network of small pipes this is also called micro-irrigation or trickle irrigation.
This is the most efficient irrigation technique.
In Drip irrigation system water supplies to plant roots through a collection of plastic pipes, lateral tubes, and valves. These components, controlled with the help of dripper and water pump. with help drip irrigation system it is become easy to provide liquid fertilizer to plant root system.
Collection of sewage & estimation of its dischargeRajdip Bhdaraka
This document provides an overview of wastewater and sewerage systems. It defines wastewater as water used in homes, commercial spaces, and industries that needs treatment and disposal. Effective wastewater collection is important to prevent unhygienic conditions. The document then describes the components of typical sewerage systems and different types of sewer pipes used, including their characteristics and suitable applications. It also discusses factors that affect wastewater flow estimation and formulas used to calculate peak storm discharge in sewer design.
01 Sewage Generation, Collection and Conveyanceakashpadole
The presentation has prepared as per the syllabus of Mumbai University.
Go through the presentation, if you like it then share it with your friends and classmates.
Thank you :)
It describes water distribution methods, including necessity and requirement, distribution patterns, types of ESR and determination of reservoir capacity includes Balancing storage, Breakdown storage and Fire storage in case of water distribution.
The document provides information about septic systems and the problems with conventional septic tanks. It introduces Safegard septic tanks as an advanced solution. Safegard tanks have a unique vertical and modular design that makes them strong, lightweight, and easy to install. They are more durable and resistant to corrosion than conventional brick or concrete tanks. The document outlines the components, sizes, and installation process of Safegard septic tanks.
Drainage system is one of the most important aspects of designing. This presentation was created to share the importance of one-pipe system and two-pipe system in design.
This document provides a final report on the design of a rainwater catchment system for 50 people in Haiti. The system includes a 185 m2 catchment area made of aluminum, a flow diverter made of PVC pipes to remove debris, two 30 cm diameter sand filters 1.1 m high to remove pathogens, and two 5,000 gallon polyethylene reservoirs for storage. Experimental testing showed the flow diverter effectively cleans water. Testing also determined the optimal sand filter dimensions. The total estimated cost is $6,700-$8,200.
This document provides an initial study on rainwater harvesting in 12 villages in Nong Het district, Laos. It analyzes the current water supply and demand, and proposes installing rainwater collection systems on school rooftops to supplement dry season water sources. Calculations estimate that roof collection could provide over half a year's supply but additional domestic systems and education may be needed to fully meet demand. The study outlines design considerations for gutters, tanks, and ensuring water quality in the proposed rainwater harvesting system.
The document provides design recommendations for improving grey water systems in San Miguel Suchixtepec, Mexico. It summarizes that the original systems installed in 38 homes are not being properly maintained, with only 8-10 still functioning after a year. The recommendations aim to create a more robust and easily maintained system using local materials. Key recommendations include:
1. Adding a colander or strainer to the sink to filter out large particles before grey water passes through the system.
2. Increasing the grease trap capacity to 90L to accommodate typical water usage flows, and adding flexible pipes and a baffle lid for easier cleaning and maintenance.
3. Replacing the current multi-media vertical filter with an
This document provides information on various methods for water conservation and wastewater treatment in green buildings, including rainwater harvesting, reuse of recycled water, and physical, chemical, and biological wastewater treatment techniques. It discusses components of roof top rainwater harvesting systems, such as catchments, transportation, first flush devices, and filters. Methods of rainwater harvesting include storage and direct use or recharging groundwater. The document outlines dos and don'ts for rainwater harvesting and different wastewater treatment methods like sedimentation, screening, aeration, filtration, chlorination, ozonation, and neutralization.
This document discusses efficient use of rain water by altering road drainage systems. It describes how stagnant rain water on roads can degrade surfaces and cause potholes. The document proposes collecting stagnant water and modernizing drainage systems. It explains how altering road slopes and materials used can help drain water more effectively and recharge groundwater tables. The document also discusses drainage system types, how potholes form, methods for repairing potholes, and the importance of proper road slopes for drainage.
Efficient Use of Rain Water by Altering Channel Systemtheijes
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
1. Current irrigation techniques like surface irrigation have low efficiencies of around 40% due to evaporation, deep percolation, and management losses. Subsurface irrigation is more efficient but also more expensive.
2. The paper proposes combining subsurface irrigation using permeable pipes with an ancient technique of pot irrigation to provide auto-regulation. Permeable pipes would have advantages of mechanized installation and scale while pot irrigation provides low-cost auto-regulation without external control.
3. Current material investigations are exploring polymer fibers with a mineral layer on a pipe shell or a non-woven membrane layer to provide appropriate hydraulic conductivity and permeability for the auto-regulative permeable pipes. Locally available materials will also be
An introduction to rainwater harvestingTaranjot Ubhi
This document provides an overview of rainwater harvesting, including the three main components: catchment areas, collection devices, and conveyance systems. Catchment areas can be rooftops or land surfaces. Rooftops are commonly used and gutters divert water into storage tanks. Land surfaces can also be used but have higher rates of water loss. Storage tanks or containers collect the rainwater and come in various materials like ferrocement or polyethylene. Conveyance systems transfer water from rooftop catchments to storage via downpipes, with methods to divert initial runoff away from storage.
This document provides an overview of rainwater harvesting including its benefits and components. It discusses how rainwater harvesting systems typically include a catchment area, conveyance system to move water from the catchment to storage, a storage facility, and a delivery system. Key factors in selecting a technology include rainfall levels, costs, and alternative water sources. Benefits include providing a free water source and reducing stormwater runoff. Regular maintenance is required to ensure water quality is not compromised. The feasibility depends on rainfall levels and storage capacity.
The document describes the development and promotion of locally assembled low-head drip irrigation systems called "dream drip kits" for small-scale farmers in Kenya. Key points:
1) The kits were designed to be simple, low-cost, and locally assembled using available materials to address limitations of imported systems and be affordable for small farmers.
2) Systems include bucket, jerrican, and mini-tank kits that can irrigate areas from 15-1,000 square meters, with costs ranging from $22-357.
3) Over 800 bucket kits, 500 jerrican kits, and 200 drum kits have been sold since 2002, and feedback from farmers has been positive on their
Machine Routing And Channel Design AssignmentBHAGCHAND MEENA
The document discusses three types of flood routing: mechanical, electric analog, and digital. Mechanical routers include the integrating flood router which uses five drum charts to plot input and output hydrographs. The rolling flood router uses an undercarriage to move over an inflow hydrograph. Electric analog routers make analogies between hydrologic variables and electric circuits. Digital computers simplify routing with programs that can quickly compute outflows. The document also discusses various canal lining materials including cement concrete, shotcrete, soil cement, asphaltic concrete, brick, earth, and bentonite. It provides details on their composition and suitable applications. Finally, it presents a design problem to calculate dimensions for a triangular concrete-lined channel given discharge, slope
This document provides instructions for constructing an automatic bell siphon for use in backyard aquaponic systems. A bell siphon uses gravity and water pressure to drain water from the grow bed and return it to the fish tank on a regular cycle without using electricity. The key components of a bell siphon are a standpipe, drainpipe, bell-shaped pipe with notches on the bottom, and snorkel tube. Instructions are given for sizing components based on grow bed size, installing fittings, cutting the bell shape and notches, adding the snorkel tube, and constructing a gravel guard. Proper construction and sizing of the bell siphon allows it to automatically drain and refill the grow bed on a regular
This document provides definitions and explanations of key concepts in plumbing systems. It defines plumbing and describes plumbing water supply and sanitary drainage systems. It discusses components of water connection systems, the purpose of underground storage tanks, examples of metal tanks for water storage, and advantages of mild steel tanks. The document also covers high density polyethylene pipes, advantages of automatic pumping systems, the purpose of bib cocks, ventilation in buildings, sanitary fittings, principles of sanitary plumbing systems, and sizing of house drains and vent pipes. Additional topics include smoke testing of pipes, advantages of aeration in water treatment, different plumbing systems, kinds of vent piping, individual trap vents, branch vents, and
Underground conduits have served civilization by providing water and sewer systems. Today, they are used for diverse applications like sewer, water, gas, and electrical lines. Precise engineering design using tools like finite element analysis allows for high quality underground infrastructure. Proper soil analysis and pipe material selection are essential to design conduits that will withstand pressures and last over 100 years.
Concept Tanks, Australia's leading provider of modular concrete fluid containment systems, has worked closely with stakeholders to develop an engineered PFAS containment solution designed for short, medium and long term storage.
IRJET - Application of Water Conservation Technique to Low Income Group H...IRJET Journal
The document discusses the design and implementation of a rainwater harvesting system for low income group housing in Nagpur, India to help address water shortage issues. It presents the methodology, components, and sizing considerations for an effective rainwater harvesting system. A case study is provided that demonstrates how such a system was implemented for a housing project, reducing the demand on potable water by 44,00,000 liters and requiring only an additional 6.2% of the total project cost.
This document discusses techniques for rainwater harvesting, including surface storage and groundwater recharge. There are two main techniques - storing rainwater on the surface for future use through structures like tanks, ponds, check dams and weirs, and recharging groundwater by directing rainwater into the subsurface through methods like recharge pits, trenches, dug wells, and recharge shafts filled with gravel and sand. Rainwater harvesting has several advantages, including providing sustainable and reliable water supplies, recharging groundwater aquifers, and overcoming water scarcity issues.
Flood Barrier US inflated for water restrictionPRANTIKSINHA2
The document summarizes a rapid deployment inflatable dam system called the Tiger Dam. The Tiger Dam system uses interlocking tubes that can be filled with water or concrete to form temporary dams. The dams are modular and can be custom made in various heights and diameters. They are designed to be rapidly deployed, with standard tubes able to be filled in as little as 3 minutes. Engineering tests show the Tiger Dam system is stable, puncture resistant, and can withstand wave action. Cost comparisons demonstrate the Tiger Dam system has significantly lower costs over the lifetime of a project compared to traditional sandbag barriers. Current customers of the Tiger Dam system include government agencies and utilities.
Similar to Cameroon Catalyst Sanitation Project (20)
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2. Executive Summary
This report is a proposal that details two possible hand – washing facilities as well as
an examination of the cultural and social aspects involved in delivering sanitary hand
washing to villages in Cameroon.
The first handwashing facility proposed is the Tippy Tap. The tippy tap cuts out the
use of manual operation by linking a foot pedal to a water container by a rope. The rope is
suspended over a beam, which dispenses the water found in an allocated container
following foot pedal operation. The primary material implemented is timber, which is utilised
to frame the overall structure comprised of a beam resting on two inclined timber columns.
This structural arrangement was considered due to added lateral resistance as opposed to
vertical columns. A span between 1.5m and 2m ensures sufficient space for a maximum
load of 5 containers. In order to ensure a long – term solution, the foot of the timber columns
will be placed into a mixture of cement and sand for added support. Furthermore, the tippy
tap design accounts for drainage of used water by means of a shallow gravel pit.
An alternative handwashing facility is the punch pipe system. It is a more systematic
approach; thus, meticulous hand washing is achievable. This system is often implemented in
schools or instances where multiple hands may be washed at once. The design consists of a
water container located at an average adult head height whereby flow of water is induced
through a valve. The water is forced through a narrow piping whereby water is ejected
through a series of holes, subsequently sprayed on the hands of the users. The primary
material utilised in this design is PVC, which is utilised in the piping and basin. The use of
hands is not totally omitted; however, this is greatly reduced as one user is needed to allow
washing of multiple hands at any one given time. The design pertains to drainage,
henceforth a container similar in dimension to the basin is recommended to be placed at the
bottom of the system to enable collection of wastewater that can then be implemented in
other activities such as cleaning of floors or other surfaces.
In addition to the design proposals, a maintenance strategy has been outlined to
assess and enhance the sustainability of the facilities described. The maintenance section
examines possible issues that may arise during the operation of the facilities, a breakdown
of these issues and mitigation strategies. The measures taken influence cultural and social
attributes, thus the aspect of education and acceptance is of high importance and as such
has been accounted within the report. An action plan has been presented to ensure safe,
effective and intuitive practice of the facilities stated.
3. Table of Contents
1. Introduction……………………………………………………………………………….........1
1.1 Objectives………………………………………………………………………………........1
2. Tippy Tap System..........................................................................................................1
2.2 Timber Frame..............................................................................................................2
2.3 Container……………………………………………………………………………….........3
2.4 Rope..........................................................................................................................3
2.5 Gravel.........................................................................................................................4
3. Punched Pipe System..................................................................................................4
3.1Cistern.........................................................................................................................4
3.2 Basin..........................................................................................................................5
3.3 Pipe............................................................................................................................5
3.4 Drainage....................................................................................................................6
3.5 Materials and Equipment...........................................................................................6
4. Maintenance f Facilities..............................................................................................7
4.1 Maintenance of Tippy Tap System.........................................................................7
4.2 Maintenance of Punch – Pipe System...................................................................8
4.3 Maintenance Overview............................................................................................9
5. Security..........................................................................................................................9
6. Acceptance and Education.........................................................................................9
6.1 Tippy Tap System....................................................................................................11
6.2 Punched Pipe System.............................................................................................11
7. Conclusion....................................................................................................................12
Bibliography..............................................................................................................................13
4. 1
1. Introduction
The following report has been produced by the Cameroon Catalyst Student Design
Team in order to achieve sustainable development. The goal of the project is to support and
strengthen participation of local communities in improving water and sanitation management
with a focus on hand – washing. Good sanitation practice hinders likelihood of people
contracting and dying from diseases such as typhoid and diarrhoea.
Two types of handwashing facilities have been proposed, namely the Tippy Tap and
Punched Pipe system, following a discussion on the implications of their implementation in
the local communities of Cameroon. Proposals of designs have been kept as simplistic as
possible, thus several assumptions in the availability of certain components has been made
to ensure feasibility.
The following report will explore the conceptual design of both the Tippy Tap and
Punched Pipe system as well as the maintenance solutions in light of a range of foreseeable
problems that may arise over the course of the design lives.
1.1 Objectives
• To produce a detailed research of the Tippy Tap and Punched Pipe System for
handwashing.
• To compare and contrast the difficulties associated with educating communities and
accepting both proposals.
• To produced plans for the maintenance of both proposals following their commission.
2. Tippy Tap System
Tippy Taps are arguably the simplest and most economical interventions to improve
sanitation in places where water is not readily available as it has been known to use up to 10
times less water than conventional handwashing methods (Parker et al., 2011). The hand –
washing stations are made with commonly available materials and are not dependent on a
piped water supply.
The main issue with the standard tippy – tap is its durability and the need for
continuous maintenance as a result of the weak materials used to construct the system,
such as sticks and twigs. In light of these issues, the proposed tippy – tap design is to still
utilise widely available materials that are stronger and more durable, thus reducing the
frequency of maintenance.
5. 2
2.2 Timber Frame
Arrangement of the timber posts are highlighted in Figure 2.1.
Figure 2.1: General arrangement of Tippy Tap System
Two posts are joined to one another using a smaller block that would be connected using a
mortise and tenon joints and further strengthened using glue. A horizontal beam will span
between the posts on either side with a dear span of 1.5 – 2m. This provides enough space
for 4 to 5 containers to be installed onto a single unit. The entirety of the timber frame should
form a triangular prism with a height of 1.5m above the ground. The triangular prism shape
adds some lateral resistance to the structure. The height has been deemed as a suitable
height for most users (average adult height 1.8m) to use the tippy tap without having to bend
over excessively. The proposed height also provides accessibility to children.
The rigid frame can be constructed using locally sourced timber and its diagonal
members have been designed to be tolerant of a range of cross section geometries from
100mm x 100mm. The estimation has been achieved by taking into consideration the
possible scarcity of resources available to the communities. The feet of the diagonal
Front ElevationSide Elevation
Isometric Projection
6. 3
members are to be inserted into the ground and secured using foundations formed from a
mixture of cement and sand.
2.3 Container
Containers of varying capacities can be used within this system with volumes ranging
from 500ml to 5L. Modifications to the containers should be executed prior to utilisation in
the tippy – tap system in order to ensure that they are suspended at a correct orientation.
Different methods can be used to fit a hole on a container which is dependent on the
container shape. In the case of a 5L jerry can with a horizontal handle, a nail can be heated
using a candle for a period of 1 minute while being held by pliers or gloves. The hot nail must
be then inserted into the water container approximately a quarter of the length down from the
top of the containers and removed once a 2mm hole has been formed.
Figure 2.2: Insertion of nail into a 5L jerry can Figure 2.3: Pinching of a 2L container handle
For a 2L plastic container with a vertical handle on its side; the base of the handle
must be heated until the plastic is soft and then pinched with a pair of pliers until it cools to
restrict the flow of water through it. A hot nail can then be used to pierce a 2mm hole just
above the pinch – closed base of the handle.
Soap can then be suspended beneath the plastic container by piercing a hole and
protected via a plastic/metal lid to avoid contact from rain and radiation of the sun.
2.4 Rope
The same rope from which the container is suspended must be attached to the
horizontal beam which spans between two supports on either side of the container. After
forming a loop around the beam, the rope should extend from the horizontal beam to the
ground where it is attached to a foot pedal. The purpose of the foot pedal is to tilt the
container in proportion to force applied on the foot pedal. For this system to function as
designed, the rope should have sufficient tension; if it is too long, the rope will slack and if it
is too short, the foot pedal will tend to lift of the ground.
7. 4
2.5 Gravel
Water from the system is expelled directly into the coarse gravel. The space required
should cover a surface area that is equivalent to approximately half of the surface area
between each of the 4 legs of the mechanism. The purpose of the gravel is to prevent
formation of mud beneath the tippy – tap which could deter individuals from using the system
to wash their hands following use of latrines.
3. Punched Pipe System
This technology has proven to be successful in schools and projects where washing
hands in groups is encouraged, thus reducing costs from water usage.
Figure 3.1: General arrangement of Punched Pipe System
3.1 Cistern
This technology can be self – contained with no additional connection to any of the
existing main water systems. The cistern (bucket/tank/culvert) would rest on an elevated
surface, for example a flat roof, in order to provide a suitable flow rate using gravitational
forces which accelerates the water through the pipe. The elevation of the system not only
produces a pressure differential for the flow rate, but also allowing rainwater collection thus
reducing frequency of container filling during wetter periods of the year.
The opening of the cistern should not be too narrow or too wide at either opening; the
orifice connecting it to the pipeline and the one from which it is refilled. Determination of
optimum diameter of openings would prevent need for frequent refilling of cisterns, which in
turn would not require users to walk long distances to collect water from the source. It would
also prevent excessive flow of the water through the system to prevent it from being wasted.
8. 5
3.2 Basin
The basin will direct the wastewater to the drainage system following its use. The
basin can be designed using a variety of materials, however the most viable option would be
PVC pipe (e.g. 8 -inch pipe cut in half) as it provides a slim profile for the basin. In addition,
such polymers are easier and cheaper to gain access to in more remote locations compared
to superior materials such as concrete, composite stones, metal and wood. However, the
ultimate choice of material will be based on the preferences of the communities and the
available funds.
The profile of the basin should be inclined to effectively direct the water to the
drainage system and prevent accumulation of debris along the length of the basin. The
specified height of the basin from the ground should consider access for all potential users of
the system (e.g. children). Furthermore, measures such as the average arm length of a child
should also be accounted for when determining width of the basin from the point water is
dispensed from.
3.3 Pipe
Similarly to the basin, the most viable material for the pipe would be PVC due to its
availability, economic factors than other counterparts (e.g. metal piping), durability and
corrosion resistivity.
The pipe is punched/punctured at equal intervals from which the water will be ejected
from the system. The holes should ideally be 1mm in diameter to provide an optimal drip
flow. The distribution of holes in the pipe should also take into consideration the typical
shoulder length of an average child/adult to ensure that the mechanism is comfortable when
multiple individuals use it simultaneously. Furthermore, the holes in the pipe must be drilled
at angles that would allow the water to be captured by the basin when it is dispensed from
the pipe; in most cases, the holes are drilled at the bottom of the pipe providing a vertical
outflow of the water.
To avoid water wastage, a dual valve system can be employed if only a single
individual should need to use the system, hence capable of preventing any outflow from the
succeeding holes along the remaining length of the pipe. To ensure the structural integrity of
the pipe is maintained throughout the duration of the system’s design life, adequate support
must be provided at appropriate intervals to ensure that each span does not suffer from
excessive deflections.
3.4 Drainage
In most remote communities, there is a lack of adequate infrastructure to provide
access to water therefore it would be in the best interests of the owners of this technology to
9. 6
not end the life cycle of the water upon its expulsion from the system. A container of similar
dimensions to the elevated cistern can be placed beneath the drainage point and used to
collect wastewater that could be utilised in other household tasks, such as cleaning of
verandas and indoor floors.
3.5 Materials and Equipment
The following equipment required for this technology (all diameters of 25mm) are
highlighted in Table 3.1.
10. 7
4. Maintenance of Facilities
4.1 Maintenance of Tippy Tap System
The tippy – tap should be inspected every 2 weeks to ensure the effectiveness and lifespan of the design.
Table 4.1: Problems faced by the design and mitigation measures
Problem Causes Solutions
Bottle not tipping enough water when
stepping on foot-pedal
Lack of tension in rope due to the length
Ensure the rope is wrapped around the foot-pedal enough times
Ensure the rope is tied to the foot-pedal at the recommended specified
length
Foot-pedal swings around, increasing the
difficulty of use and potential causing
harm to villagers
Lack of anchor to the foot-pedal
Strong winds will make the foot-pedal
sway
Ensure a sturdy and long foot-pedal is used, and use rocks to anchor
the end of the foot-pedal
Failure in the stability and strength of the
structure
Deterioration of material (Timber
susceptible to decay and termite/pest
infestation)
High winds
Moist unstable soil
Use of materials which is not susceptible to decay and pests
Use concrete foundations of a suitable depth to prevent ingress of
water
Water container becomes unsanitary
Refilling with contaminated water
Improper use
Use soap to wash the outside of the container and rinse inside with
soapy water, before re-rinsing with clean water. Leave to dry upside-
down
Ground underneath the Tippy Tap
becomes waterlogged
High usage of water causes ground to
soak excessive water
Wait for ground to dry. Use shovel to remove the gravel and dig the pit
deeper by approx. 20cm. Refill with gravel
No water flowrate
Water hole in container is clogged or
blocked
Dirt/debris present in the container
Empty the container and remove any debris surrounding the water hole
Replace water container
Soap not present
Depleted through usage
Removal of soap
Tie rope through a bar of soap and attach to structure
Use of Ash may replace the need for soap
11. 8
4.2 Maintenance of Punch – Pipe System
The punch – pipe system requires inspection every week due to being a relatively complicated hand sanitation system. The points that
should be checked during inspection is highlighted in Table 4.2.
Table 4.2: Problems faced by the design and mitigation measures
Problem Causes Solutions
No water circulating through
pipes
Water storage tank empty
Clog/blockage in pipe
Height of cistern is not sufficient to overcome
pressure losses through pipe system
Leak in pipe causing pressure loss
Refill the water storage tank
Removal of pipe for inspection and unblocking
Raise cistern to a greater height if possible; Provide larger cistern to provide
more pressure
Removal of pipe for inspection for cracks and leaks. Pipe needs to be
replaced if cracks present
Water is unclean
Biofilm formation within the pipe system
Contaminated water present in the storage
tank
Removal of pipes for cleaning
Empty the water tank and refill with clean water. Operate the punch-pipe
system until water depletes before refilling with clean water
Failure in the stability and
strength of the structure
Deterioration of material. (Timer is susceptible
to decay and terminate/pest infestation)
High winds
Moist unstable soil
Use of material which are not susceptible to decay and pests
Use concrete foundations of a suitable depth to prevent ingress of water
Ground underneath the punch-
pipe system becomes
waterlogged
High usage of water causes ground to soak
excessive water
High water retention soil
Heavy rain or long periods of rain
Dig deeper gravel pits below the punch-pipe system without compromising
the stability of the structure
Soap not present
Depletion through usage
Removal of soap
Tie rope through a bar of soap and attach to the structure.
Use of Ash may replace the need for soap
12. 9
4.3 Maintenance Overview
Table 4.1 and 4.2 provide a comparison between the Tippy – Tap and Punch – Pipe
system and it can be highlighted that although the Tippy - Tap system has more problems
than the Punch – Pipe system, the latter has more causes for these problems, thus
increasing the chance of occurrence and likely to result in numerous other problems. It can
be observed that the primary problems for both sanitation systems involve the maintaining of
sanitation as well as ensuring that the structure does not fail, which may be difficult to
achieve when using the limited materials provided in the local area.
5. Security
The design has also accounted for mitigation measures in regard to potential security
issues. This particular aspect is important as there have been issues in the targeting of
vulnerable women during night times. Outside of these instances, security measures must
be considered to mitigate the likelihood of theft of materials.
A mitigation measure for these security issues is to localise the design to a given
residence as opposed to implement them to communal areas. The tippy – tap is easier to
build and can be scaled up or down depending on the height of timbers, length of beams
and number of water dispensers. In addition, by localising the hand – washing facilities to a
given residence, users will not have to travel outside, thus ultimately safer.
A further security measure that can be implemented includes lighting of the facility.
Platforms in proximity to the handwashing facility should be erected in order for the light to
be placed at arm’s reach whilst a user washes their hands.
6. Acceptance and Education
There must be a strong desire from the users if the project is to be successful and if
the proposed designs are to be accepted by the communities. Research shows that low
handwashing rates (e.g. 10% after cleaning up a child in rural Nigeria) are caused by a lack
of habit (Omotae et al., 1995). Consequently, the regular washing of hands before and after
certain tasks (e.g. after visiting the latrine and before eating), must be drilled in to ‘every –
day routines’ if a sustainable solution to improving hygiene and sanitation is to be
implemented. Failure to do so will result in villagers falling back into old habits, and the
proposed handwashing stations will be seldom used. Inspection teams responsible for
carrying out audits on households and handwashing stations have proven to be useful in
maintaining and increasing handwashing rates (Parker et al., 2011). However, families may
oppose these propositions due to their intrusive nature.
Previous projects concerned with improving hygiene and sanitation in water scarce
13. 10
areas have demonstrated the importance for the newly installed systems to interest and
engage the community. The proposed design must therefore be:
• Easy to use.
• Easy to maintain.
• Reliable.
• Located in an environment where the user feels safe. Light / lamp holders should be
incorporated into the design to achieve this.
• Located close to a latrine to encourage handwashing more effectively.
• Visually stimulating and personal to make the system a valued part of each
household (especially important for promoting handwashing with children).
Case studies have shown benefit in providing separate handwashing stations for each
household, with a lack of ownership being the main issue concerned with communal
handwashing stations. Essential maintenance tasks can often get missed if there is no
designated person / group in charge of the handwashing station. Research has also shown
that handwashing stations are much more likely to be used if they are located directly
outside the latrines (Biran, 2011). The location of the handwashing station therefore plays a
large part in the communities accepting the newly proposed technologies.
Providing education on health surrounding the importance of hygiene and sanitation
should be the first step considered when implementing a sustainable solution to improving
hygiene levels. It is of upmost importance that the villagers understand the underlying
reasons as to why they need to wash their hands. Educating school children is of particular
importance because their life – style habits are slightly less developed than adults, so there
is an improved chance of them picking up good hygiene and sanitation habits. At minimum,
the health education taught to villagers should include:
• The dangers to themselves and others that accompany poor hygiene standards.
Explaining that failure to wash hands after latrine use and prior to eating effectively
results in faecal matter being eaten. This realisation is an eye – opener for adults and
children alike, acting as a real motivation to washing hands with soap (UNICEF,
2011).
• The benefits gained for themselves and others from washing their hands regularly
and maintaining good levels of hygiene.
• Correct hand washing techniques to ensure hands are cleaned properly.
A user manual guide for the final concept design is to be provided with each handwashing
station. This will educate the users on how to use the handwashing station, ensuring a high
level of hygiene is consistently achieved. Additionally, instructions for maintenance tasks and
14. 11
key checks to carry out as part of regular maintenance will be included in the manual. More
information in regards to the maintenance and operation of the two concept designs can be
found in the earlier sections.
6.1 Tippy Tap System
Prior case studies on the tippy – tap design have shown that children enjoy using
such technology. Despite children typically wasting water when using the tippy- tap design, it
has proven to have an important role in nurturing the handwashing habit in children (Biran,
2011). Its unique aesthetic design has proven to acts as a reminder to wash hands (Curtis et
al., 2005; Devine, 2010; USAID HIP, 2009) although it must always be in operations and in
good condition with available water and soap (Verplanken and Wood, 2006).
Tippy Taps have also been shown to be preferred in rural areas where there tends to
be more space and less chance for vandalism and theft compared to urban areas. However,
the potential for theft of soap and water containers must be considered in the design.
To further improve the aesthetic design and engagement between the villagers and
the handwashing station, owners can decorate their stations, helping foster a stronger sense
of ownership amongst users.
Case studies on the tippy tap (Biran, 2011) have shown that regular filling of the
water containers can act as a barrier to technology acceptance. This is one of the
fundamental downfall of the tippy – tap system as there is no local water source continuously
feeding the handwashing stations. Henceforth, the size of the water container and
accompanying hole from which the water leaves must be sized correctly to ensure re – filling
does not become an unpractical task.
6.2 Punched Pipe System
Figure 6.1: Punched Pipe System in operation at a school
15. 12
The punched pipe system is a novel design that is likely to induce interest amongst
the community given that it has potential to be a more aesthetically appealing facility. This in
turn will help promote handwashing activities, ensuring it becomes a frequent part of the day.
The punched pipe system can also be decorated to induce a sense of uniqueness and foster
a stronger sense of ownership. They have shown to be particularly successful in increasing
handwashing rates with children, as they have predominantly been implemented in schools
(GIZ Fit for School, 2013). In regions where the punched pipe system technology has proven
to exceptionally successful in engaging communities, paintings by children on adjacent walls
promoting good hygiene and sanitation lead to a stronger sense of ownership of the
facilities.
Separate punched pipe system handwashing stations have seldom been installed for
separate households. Similarly to the tippy tap system, the main water container feeding the
punched pipe system will have to be refilled due to the lack of water infrastructure present in
the rural villages. To ensure this does not become a major roadblock to the technology
acceptance, the water container and the holes in the pipes must be sized appropriately.
7. Conclusion
This report has examined two potential design to aid in the improvement of hand
sanitation with disadvantaged communities in Cameroon. The issues that may arise
regarding the maintenance of the handwashing facilities have been outlined and so have the
appropriate mitigation and adaptation strategies. Furthermore, the potential for the solutions
to be accepted by the communities has been explored and it was found to be dependent on
whether communities felt it was economic, logistically feasible, easy and/or visually
appealing. With that in mind it is possible that different communities could opt for one
solution and reject another, illustrating how one solution may not necessarily be applicable to
every situation.
16. 13
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