Academic literature on the topic 'Municipal water supply Management Melbourne'

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Journal articles on the topic "Municipal water supply Management Melbourne"

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Englehardt, James D., Tingting Wu, Frederick Bloetscher, Yang Deng, Piet du Pisani, Sebastian Eilert, Samir Elmir, et al. "Net-zero water management: achieving energy-positive municipal water supply." Environmental Science: Water Research & Technology 2, no. 2 (2016): 250–60. http://dx.doi.org/10.1039/c5ew00204d.

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Babel, Mukand S., Aldrin A. Rivas, and Seetharam Kallidaikurichi. "Municipal Water Supply Management in Bangkok: Achievements and Lessons." International Journal of Water Resources Development 26, no. 2 (June 2010): 193–217. http://dx.doi.org/10.1080/07900621003710661.

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Kenway, S. J., G. M. Turner, S. Cook, and T. Baynes. "Water and energy futures for Melbourne: implications of land use, water use, and water supply strategy." Journal of Water and Climate Change 5, no. 2 (December 21, 2013): 163–75. http://dx.doi.org/10.2166/wcc.2013.188.

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This paper quantifies the effect of three policy levels on the water and energy futures of Melbourne, Australia. During a time of severe water shortages attributed to climate change, water strategies lacked consideration of energy consequences. Modeling, guided by urban metabolism theory, demonstrated that a compact urban form, reduced water consumption by 90 GL/a, compared with a sprawling city, and had greater water conservation impact than simulated demand management measures. Household water conservation, coupled with increased use of solar hot water systems, reduced grid energy use by some 30 PJ/a. Desalination, tripled water supply energy demand, growing to a total of 4.5 PJ/a, by 2045. While the increase is less than 1% of total Melbourne urban energy use, it contributes to a substantial increase in the energy bill for urban water provision. Importantly, the energy impact could be offset through demand management measures. Recommendations for the combined management of water and energy include improving energy characterization of the urban water cycle; impact-evaluation of regional plans; using total urban water and energy balances in analysis to provide context; and developing reporting mechanisms and indicators to help improve baseline data across the water and energy systems.
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Lam, K. L., P. A. Lant, and S. J. Kenway. "Energy implications of the millennium drought on urban water cycles in Southeast Australian cities." Water Supply 18, no. 1 (June 6, 2017): 214–21. http://dx.doi.org/10.2166/ws.2017.110.

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Abstract During the Millennium Drought in Australia, a wide range of supply-side and demand-side water management strategies were adopted in major southeast Australian cities. This study undertakes a time-series quantification (2001–2014) and comparative analysis of the energy use of the urban water supply systems and sewage systems in Melbourne and Sydney before, during and after the drought, and evaluates the energy implications of the drought and the implemented strategies. In addition, the energy implications of residential water use in Melbourne are estimated. The research highlights that large-scale adoption of water conservation strategies can have different impacts on energy use in different parts of the urban water cycle. In Melbourne, the per capita water-related energy use reduction in households related to showering and clothes-washing alone (46% reduction, 580 kWhth/p/yr) was far more substantial than that in the water supply system (32% reduction, 18 kWhth/p/yr). This historical case also demonstrates the importance of balancing supply- and demand-side strategies in managing long-term water security and related energy use. The significant energy saving in water supply systems and households from water conservation can offset the additional energy use from operating energy-intensive supply options such as inter-basin water transfers and seawater desalination during dry years.
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Young, R. "Watersmart - developing a sustainable water resources strategy for Melbourne." Water Supply 3, no. 3 (June 1, 2003): 255–61. http://dx.doi.org/10.2166/ws.2003.0034.

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Melbourne's water supply system has developed incrementally since the 1850s in response to the demands placed on it by a growing city. As Melbourne has continued to grow, a number of water supply strategies have been undertaken to identify options for meeting future water demands. The last major strategy review was undertaken in 1992. In October 2000, the Victorian Government, through the Minister for Environment and Conservation, announced the establishment of a Committee to oversee the development of a sustainable 50 year water resource management strategy for Melbourne's water supply system. This paper outlines the process undertaken in developing the strategy, including; the development of the Discussion Starter report which provided background information on the four broad options identified to manage Melbourne's water resources, the consultation process adopted to obtain community views on preferences and the next steps in the development of the strategy.
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Bolan, Nanthi S. "Water Encyclopedia: Domestic, Municipal, and Industrial Water Supply and Waste Disposal." Journal of Environmental Quality 37, no. 3 (May 2008): 1299. http://dx.doi.org/10.2134/jeq2008.0002br.

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Micklin, Philip P. "The Water Management Crisis in Soviet Central Asia." Carl Beck Papers in Russian and East European Studies, no. 905 (January 1, 1991): 131. http://dx.doi.org/10.5195/cbp.1991.105.

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Water is biologically essential to all life. Without an adequate supply plants and animals soon perish. But an abundant and assured supply of fresh water is also an economic and social necessity to modem industrial societies which withdraw prodigious amounts of it, chiefly for industrial, agricultural, and municipal purposes. Massive water withdrawals are particularly essential in arid regions where irrigation has been extensively developed. However, since irrigation is a major consumptive user of water (i.e., a large proportion of water withdrawn is not returned directly to the supply source), rivers and ground water suffer significant depletion with attendant ecological, economic, and social consequences.
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Morison, P. J., R. R. Brown, and C. Cocklin. "Transitioning to a waterways city: municipal context, capacity and commitment." Water Science and Technology 62, no. 1 (July 1, 2010): 162–71. http://dx.doi.org/10.2166/wst.2010.289.

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In Melbourne, Australia, the adoption of Water Sensitive Urban Design (WSUD) and the inclusion of best practice in new urban development has shifted the “drained city” of the 1960s toward an environmentally-oriented “waterways city” for the future. However, the “waterways city” is tenuous owing to the variable commitment of local municipalities to WSUD. This paper reports on the first phase of a social research project, which aims to secure a model of the waterways city by addressing the commitment and capacity deficits of local municipalities. Municipal commitment and capacity across three geographical areas in Melbourne are measured quantitatively using an innovative, comprehensive, and replicable assessment technique. The results show variability in municipal capacity and commitment across the areas, with a pronounced deficit in the rural-regional area. Consequently, intergovernmental attempts to normalise modes of integrated urban water management (such as WSUD) need to include innovative and flexible mechanisms that are responsive to the dynamics of municipal commitment and capacity. These principles have broader application to cities internationally where the management of urban stormwater is the shared responsibility of multiple governments.
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Noaman, A., and A. W. Al-Sharjabe. "Efficient management of municipal water: water scarcity in Taiz City, Yemen – issues and options." Proceedings of the International Association of Hydrological Sciences 366 (April 10, 2015): 186. http://dx.doi.org/10.5194/piahs-366-186-2015.

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Abstract. The city of Taiz is the third largest city in Yemen, located about 250 km south of Sana'a and about 90 km inland from the Red Sea. Taiz is situated on the foothills and slopes of the Jabal Saber Mountain at elevations between 1100 and 1600 m a.s.l. Its population is rapidly increasing and is expected to grow from about 580 000 in 2012 to over 1 000 000 in 2020. Water supply is the most pressing problem in the city of Taiz today due to the significant shortages of supply (the average consumption is 23 L/d) caused by the depletion of existing water resources and the lack of a clear direction in dealing with the problem. This forces frequent service interruptions (30–40 days) and the service is rarely extended to new users (only 57% of the population are covered). Sanitation is another daunting problem. The (poorly maintained) sewerage network covers only 44% of the population. In several unsewered areas to the north, east and west of the city, raw sewage is disposed of directly into wadis, which causes a health hazard and threatens to contaminate groundwater resources. The proper computation of demand and supply is based on the various fields. It was performed under this study with a particular model: the Water Evaluation and Planning System (WEAP) developed by the Stockholm Environment Institute (SEI). WEAP is supported by a geographical information system (GIS). The available and relevant data on poverty and social indicators, water use and sources, surface runoff, surface and groundwater availability, groundwater depletion and management, crop production areas, soil cover, maps, and meteorological information were gathered from a number of sources. There are only two ways to decrease the water deficit: by increasing water supply or decreasing the water demand. Any adaptation project aims at one of the two. Six projects are proposed, with three in each category (1, 2 and 3 to decrease demand, and 4, 5 and 6 to increase supply): − Project 1: Improvement of irrigation methods − Project 2: Improvement of the water distribution network in Taiz City − Project 3: Water re-use − Project 4: Water harvesting − Project 5: Brackish water treatment − Project 6: Desalinization of sea water
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Macharia, Pauline, Maria Wirth, Paul Yillia, and Norbert Kreuzinger. "Examining the Relative Impact of Drivers on Energy Input for Municipal Water Supply in Africa." Sustainability 13, no. 15 (July 29, 2021): 8480. http://dx.doi.org/10.3390/su13158480.

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This study examines supply-side and demand-side drivers of municipal water supply and describes how they interact to impact energy input for municipal water supply in Africa. Several key compound indicators were parameterized to generate cluster centers using k-means cluster analysis for 52 countries in Africa to show the impact of water supply–demand drivers on municipal water supply and associated energy input. The cluster analysis produced impact scores with five cluster centers that grouped countries with similar key compound indicators and impact scores. Three countries (Gambia, Libya, & Mauritius) were classified as outliers. Libya presented a unique case with the highest impact score on energy input for raw water abstraction, associated with largescale pumping from deep groundwater aquifers. Multivariate analysis of the key indicators for 20 countries in sub-Saharan Africa that are either water-secure or water-stressed illustrate the relative impact of drivers on energy input for municipal water supply. The analytical framework developed presents an approach to assessing the impact of drivers on energy input for municipal water supply, and the findings could be used to support planning processes to build resilient drinking water infrastructure in developing countries with data challenges.
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Dissertations / Theses on the topic "Municipal water supply Management Melbourne"

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Clements, Lauri L. "Well water management assessment for the city of Osseo, Wisconsin." Online version, 2001. http://www.uwstout.edu/lib/thesis/2001/2001clementsl.pdf.

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Furlong, Kathryn. "Municipal water supply governance in Ontario: neoliberalization, utility restructuring, and infrastructure management." Thesis, University of British Columbia, 2007. http://hdl.handle.net/2429/230.

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This thesis examines the interaction of political-economic restructuring, sustainability, and the governance of municipal services in the province of Ontario, Canada. Two issues are studied: the restructuring of business models, and programs for sustainable infrastructure management (focusing on programs for the reduction of water consumption and production). The primary data are derived from a province-wide expert survey, archival research, a one-day expert workshop, and seven municipal case studies. Since the early 1990s, political-economic restructuring in Ontario predominantly reflects processes and policy orientations consistent with neoliberalization. Two strands of research posit particular relationships between neoliberalization and sustainability. One (associated with political ecology) asserts that neoliberalization yields negative outcomes for environmental policy. The other (ecological modernization) asserts that neoliberal restructuring leads to environmental improvements. This thesis tests and complicates both sets of claims. Specifically, neoliberalization does not necessarily induce improved programming for sustainability and can, hinder its development. Neoliberalization, however, is not the unique hindrance to progress on sustainability. Rather, a techno-physical approach to service delivery combined with governance arrangements that neither empower nor compel a variety of necessary actors presents a key barrier to sustainability. In terms of the restructuring of business models, I find that the primary neoliberal strategy is the depoliticization of governance through the pursuit of arms length business models for service delivery. This, however, is not readily accomplished in complete or straightforward ways. Municipal governments and anti-neoliberal alliances have complex relationships to neoliberalization that prove important in restructuring outcomes. Specifically, neoliberalization is also contested within municipal government and for environmental advocates, although their best option, the municipal department model remains unsatisfactory. Concerning sustainable infrastructure management, the thesis finds that up-take of supply and demand management in Ontario has been limited to date. This results from incentives created by policy processes associated with neoliberalization (specifically new public management) and technically-driven management methods in the water sector. Moreover, where programs for sustainable infrastructure management currently occur, they are rarely motivated by sustainability concerns. Importantly, however, sustainable infrastructure management is underdeveloped for reasons other than neoliberalization; governance arrangements and the continuing supply-side orientation of water utilities are other factors.
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Brettenny, Warren James. "Efficiency evaluation of South African water service provision." Thesis, Nelson Mandela Metropolitan University, 2017. http://hdl.handle.net/10948/14741.

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In recent years South Africa has experienced numerous service delivery protests. These protests are a result of the lack of delivery of basic services such as water and sanitation (amongst others). To address this, local governments have taken part in benchmarking initiatives (National Benchmarking Initiative, Municipal Benchmarking Initiative) and regulation programmes (BlueDrop,GreenDrop) in an effort to improve the quality of potable water and sanitation services. The latter of these focuses on the quality of the water services delivered and neither focus on the efficiency with which this delivery is achieved. This study uses both nonparametric (data envelopment analysis) aswell as parametric (stochastic frontier) methods to assess the efficiency of water service provision in South Africa over a six year period from 2005 to 2010. Subsequently, the method which is most suited for use in the South African context is proposed. In addition, this study demonstrates how these methods can be used to determine the effectiveness of benchmarking initiatives, namely the National Benchmarking Initiative, in improving the efficiency of water service provision. Furthermore, additional insight into the selection ofm in them out of n bootstrap procedure for efficiency evaluations is established through a simulation study. The inclusion of efficiency evaluations into South African benchmarking initiatives provides new and important insight into the standard of water service delivery. As such, the techniques used in this study illustrate how efficiency analysis can enhance benchmarking initiatives in South Africa.
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Van, Rensburg Francois. "Urban water security in the city of Windhoek." Thesis, Stellenbosch : Stellenbosch University, 2006. http://hdl.handle.net/10019.1/50671.

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Thesis (MPhil)--Stellenbosch University, 2006.
ENGLISH ABSTRACT: Urbanisation is a complex phenomenon and is a trend witnessed across the globe. Africa particularly has been experiencing the world’s most rapid rate of urbanization and cities are faced with the resulting pressure on natural resources. Water is one of the resources under pressure and the provision thereof is complicated by the deteriorating quality and quantity thereof. This study takes a brief look at the water situation in a water scarce region in Africa and concentrates on the urban water supply sector. It takes an in depth look at the measures used to secure water supply to a city in this very dry part of the world. The area under study is Windhoek, the capital of Namibia, situated in the southwestern corner of Africa. Namibia is the driest country in Sub-Saharan Africa and is characterised by a semi-arid nature, which results in a very hot and dry climate with erratic rainfall patterns. Windhoek has a low average rainfall associated with very high evaporation rates. No permanent water bodies exist near the city and the bulk of Windhoek’s water supply comes from storage dams quite a distance from the capital. Most of these sources of supply have been developed and are nearing the limit of their potential. A desperate need therefore exists to develop reliable additional water resources to secure the water supply especially during periods of prolonged drought. The case study gives examples of the initiatives taken by water authorities to improve the security of supply and keep up with the growing demand in the city. These initiatives include a dual pipe system for the distribution of semi-purified sewage for irrigation, reclamation of domestic sewerage, aquifer recharge and the implementation of Water Demand Management principles. An analysis of the most efficient and cost-effective means of supply augmentation namely aquifer recharge, have been balanced against the potential water savings of Water Demand Management in the city. The study also takes a brief look at the principles of Integrated Water Resource Management and how it is incorporated in the strategies used to augment supply to the city. The research found aquifer recharge as the most efficient and cost-effective means to augment supply to the city and together with Water Demand Management creates an approach complying with the goals of Integrated Water Resource management. The study concludes by identifying gaps in demand management in the city. It also suggests relevant recommendations on how to increase the effectiveness of Water Demand management.
AFRIKAANSE OPSOMMING: Verstedeliking is ‘n komplekse verskynsel en ‘n tendens wat regoor die wêreld voorkom. Die hoogste voorkoms van verstedeliking vind in Afrika plaas wat groot druk plaas op die natuurlike hulpbronne van stede. Water is een van die hulpbronne onder druk en die voorsiening daarvan word bemoeilik deur die verswakking van die kwaliteit en die beskikbaarheid daarvan. Hierdie studie konsentreer op die watersituasie in ‘n waterskaars streek in Afrika en die stedelike watervoorsieningssektor. Dit behels ‘n in diepte ondersoek na metodes wat gebruik word om die watervoorraad van die stad te verseker in hierdie droogte gesteisterd deel van die wêreld. Die gebied onder bespreking is Windhoek, die hoofstad van Namibië, wat geleë is in die Suidwestelike deel van Afrika. Namibië is die droogste land in die Sub-Saharastreek en word gekenmerk deur gereelde droogtes met ‘n gepaardgaande warm droë klimaat en onreëlmatige reënvalpatrone. Windhoek word gekenmerk deur ‘n lae gemiddelde reënval met ‘n baie hoë verdampingstempo. Geen permanente waterbronne kom in die nabyheid van die stad voor nie en die watervoorraad word gestoor in opgaardamme wat redelik ver van die hoofstad geleë is. Hierdie voorsieningsbronne is voortdurend in gebruik en die voorraad is beperk. Daar onstaan dus ‘n dringende behoefte aan betroubare bykomende waterbronne om voortdurende voorsiening aan die stad te verseker veral gedurende aanhoudende droogtes. Die gevallestudie konsentreer op voorbeelde en inisiatiewe wat deur die Water Owerhede geneem word om die voorsiening van water, aan die immergroeiende behoeftes van die stad te verbeter en te verseker. Hierdie pogings sluit in,‘n dubbele pyplynsisteem vir die verspreiding van halfgesuiwerde rioolwater vir besproeiingsdoeleindes, herwinning van huishoudelike rioolwater, herlaai van ondergrondse watervoorraad en die implimentering van wateraanvraag bestuursmaatreëls. Die geskiktste en mees koste-effektiewe metode van verhoogde watervoorsiening naamlik die herlaai van ondergrondse waterbronne, is ontleed, en die voordele opgeweeg teen die potensiële waterbesparing deur die Bestuur van Wateraanvraag in die stad. Daar is ook kortliks gekyk na die beginsels van Geintigreerde Water Bronne Bestuur en hoe dit by bestaande strategieë ingelyf is om uitbreiding van voorsiening aan die stad te verseker. Die navorsing het bevind dat die herlaai van ondergrondse waterbronne as die geskikste en mees koste-effektiewe metode beskou kan word om die verhoogde aanvraag van die stad die hoof te bied. Die studie word afgesluit deur die tekortkominge in die Water Aanvraagbestuur van die stad te identifiseer. Relevante aanbevelings word gemaak van hoe om die effektiwiteit van hierdie betrokke strategie te verbeter.
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Du, Plessis J. A. "Integrated water demand management for local water governance." Thesis, Stellenbosch : University of Stellenbosch, 2010. http://hdl.handle.net/10019.1/5435.

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Hardy, Eric M. "Policy drought: water resource management, urban growth, and technological solutions in post-world war II Atlanta." Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/50109.

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By the dawn of the twenty-first century the City of Atlanta was facing a crisis of water quantity and water quality. It was involved in two-decades worth of litigation with the states of Alabama and Florida over access to surface waters that originate within Georgia, a legal dispute that threatened to severely reduce the city’ ability to provide water to its growing metropolitan population. In addition, city officials were in the beginning stages of a four-billion dollar, court-ordered program of improvements to its wastewater infrastructure that was intended to reduce the amount of pollution that spewed into its local rivers and streams. This dissertation examines the origins of these water-related problems by exploring the challenges that Atlanta’s public officials, engineers, and activists faced in planning and implementing an effective environmental policy, with particular emphasis placed on the era of post-World War II metropolitan development. Specifically, it focuses on the city’s historical efforts to achieve the comprehensive management of the area’s water resources, the technological systems adopted and solutions proposed, and the political and social milieu that facilitated or hampered these endeavors. Comprehensive water resources management was a neglected and delayed policy approach that was undertaken in the City of Atlanta only after overt threats of federal intervention. This study argues that although the area’s mid-century regional planners advocated for intergovernmental cooperation in order to manage Atlanta’s limited water supplies, their recommendations were undermined by fragmented local governance, timid political leadership, and public indifference. It further suggests that Atlanta’s water supply managers, through increases in the scale and scope of their operations and a reluctance to increase customer rates, facilitated and encouraged greater water consumption, which, in turn, placed intense burdens on both the natural hydraulic cycle and the city’s wastewater facilities. Lastly, it argues the citizen activists as well as state and federal regulators have utilized the federal court system as a blunt planning instrument when Atlanta’s leaders displayed their seeming incapacity to handle the environmental strains of uncoordinated metropolitan development.
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Dale, Cari K. "Achieving effective asset management for water and wastewater utilities: A comparison of policy options for a special district and a medium city." CSUSB ScholarWorks, 2005. https://scholarworks.lib.csusb.edu/etd-project/2812.

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This project developed a model for effective asset management drawn from successful programs in the United States, Australia, and New Zealand. Asset management practices were examined at the City of Ontario Utilities Department; a medium sized utility, and also at the Rainbow Municipal Water District, a small sized utility. Gaps between the ideal model and the existing practices were investigated.
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Rodriguez-Winter, Thelma. "The Energy, Greenhouse Gas Emissions, and Cost Implications of Municipal Water Supply & Wastewater Treatment." University of Toledo / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1395839509.

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Buthelezi, Lucky. "The management of potable water supply in rural areas of Umhlathuze Municipality." Thesis, Stellenbosch : Stellenbosch University, 2012. http://hdl.handle.net/10019.1/95673.

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Thesis (MBA)--Stellenbosch University, 2012.
This study gives an overview of the sustainability of potable water supply in rural areas of South Africa in general and four rural areas of uMhlathuze in particular. Three key challenges in achieving sustainable rural water supply are discussed in more detail and later on used to evaluate the inadequacy of financial revenues to cover the full operation, maintenance and replacement of infrastructure. This research study analysed the factors pertaining to the tariff structure used in maintaining and sustaining rendered service. It analysed the current tariff structure that includes the poorest and most marginalised in line with revenue needed to cover recurrence costs. It was the purpose of this study to examine the adequacy of the management system used to sustain the supply of potable water in rural areas, taking into cognisance the costs of rendering the account and of illegal connections combined with high water losses. The study also attempted to link these points to the challenges faced by the rural areas. The sustainability of rural water supply was analysed, based on financial factors, affordability and on the willingness to pay for the service. The researcher first compared the water billing (levies) and payment patterns of each customer in rural areas of uMhlathuze Municipality with others; and secondly, compared the primary data against theory and the literature. Differences and similarities between the collected data and theory were at the core of the analysis The research results determined that the municipality has the capacity to maintain and sustain the potable water supply network in these areas, while dealing with management questions and recommending to management what is needed to ensure that the water reticulation system is run on a sustainable basis. Sustainability of rural water supply seems to be dependent on factors like policy, legal framework and economic factors such as an ability to meet the costs and willingness to pay for rendered service.
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McNinch, Michael D. "Geographic Information System Applications for Water Distribution Asset Management." Connect to resource online, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=ysu1254859492.

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Books on the topic "Municipal water supply Management Melbourne"

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Canada. Library of Parliament. Research Branch., ed. Municipal water issues in Canada. [Ottawa]: Library of Parliament, Research Branch, 1993.

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E, Agthe Donald, Billings R. Bruce, and Buras Nathan, eds. Managing urban water supply. Dordrecht: Kluwer Academic Publishers, 2003.

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Corporation, Melbourne Water. Melbourne Water Corporation environment and community obligation report 1998/1999. Melbourne, Vic.]: Melbourne Water, 1999.

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Karamouz, Mohammad. Urban water engineering and management. Boca Raton, FL: CRC Press/Taylor & Francis, 2010.

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Corporation, Melbourne Water. Catchment to coast: Our long-term plan to make Melbourne the world's most water-sensitive city. Melbourne: Melbourne Water, 2003.

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Water, wastewater, and stormwater infrastructure management. 2nd ed. Boca Raton, FL: Taylor & Francis, 2012.

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Karamouz, Mohammad. Urban water engineering and management. Boca Raton: Taylor & Francis, 2010.

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Ali, Moridi, and Nazif Sara, eds. Urban water engineering and management. Boca Raton: Taylor & Francis, 2010.

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R, Arsov, ed. Urban water management: Science, technology, and service delivery. Dordrecht: Kluwer Academic Publishers, 2003.

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Water, New York (State) Division of. Chemung region water resources management strategy. [Albany, N.Y.]: Division of Water, New York State Dept. of Environmental Conservation, 1987.

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Book chapters on the topic "Municipal water supply Management Melbourne"

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O’Neal, Suzanne Gallagher. "Mobilizing Investment for Municipal Water Supply Services." In Water Resources Development and Management, 195–208. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-04615-5_10.

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Kougias, Ioannis, Thomas Patsialis, Nicolaos Theodossiou, and Jacques Ganoulis. "Hydropower Projects within a Municipal Water Supply System." In Exploring Innovative and Successful Applications of Soft Computing, 59–75. IGI Global, 2014. http://dx.doi.org/10.4018/978-1-4666-4785-5.ch004.

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The interest of those involved in hydroelectricity has been attracted by mini-hydro projects due to their minimal environmental impact and low installation cost. Besides, mini hydros can cooperate with an impressively wide extent of water-related infrastructure, offering a broad potential for investment. In the present chapter, the integrated solution of hydro implementation in water supply systems is presented. Thus, the benefits of a water-supply installation (with constant Q) are extended to energy production. However, defining the optimum operation of such a project is a complicated task, which may involve environmental, hydraulic, technical, and economical parameters. In the present chapter a novel approach is presented, the optimum management of mini hydros in a water supply system with the use of an optimization algorithm (i.e. Harmony Search Algorithm [HAS]). This approach is applied at a site in Northern Greece and is used as a case study of the present chapter.
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Kasemsap, Kijpokin. "Environmental Management and Waste Management." In Ethics and Sustainability in Global Supply Chain Management, 26–49. IGI Global, 2017. http://dx.doi.org/10.4018/978-1-5225-2036-8.ch002.

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This chapter indicates the advanced issues of environmental management; Life Cycle Assessment (LCA) and life cycle costing; waste management, environmental sustainability, and environmental benefits; Solid Waste Management (SWM); electronic waste management; construction waste management; and the importance of Municipal Solid Waste Management (MSWM). Environmental management is a systematic strategy that companies can apply to find the different ways for saving water, energy, and materials, and for reducing the negative environmental impacts. Environmental management aims to prevent pollution, preserve natural resources, and reduce environmental risks toward creating an environmentally-friendly image with different stakeholders. Effective waste management method reduces the consumption of natural resources and lowers the ultimate needs for waste disposal. The chapter argues that enhancing environmental management and waste management has the potential to increase environmental performance toward environmental sustainability.
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Crouch, Dora P. "Planning Water Quality: Potable and Subpotable Water at Selinus and Priene." In Water Management in Ancient Greek Cities. Oxford University Press, 1993. http://dx.doi.org/10.1093/oso/9780195072808.003.0022.

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Today when the rigors of an arid climate (Arabia) or other constraints on water resources press the limits of water supply, hydraulic engineers have to reconsider the nineteenth century answer of one quality of water for all uses. In places where population density far exceeds the supply of potable water—Hong Kong—or where the scanty spring water is not enough to support the massive tourist industry—Bermuda—(Deb, 1987, 222) there is no choice but to use subpotable or nonpotable water whenever feasible. Absolute scarcity of drinking-quality water is the strongest reason for water managers today to consider alternate procedures, but in some situations the quality not quantity of water is the issue. Heavy metals, long-lasting pesticides, or other carcinogens may require separation of the purest supply for drinking and cooking from the less pure supply for other uses, lest the water itself cause disease during a lifetime of use. Since potable water amounts to a small fraction of use in a modern city—6 percent or less (J. Thapa, personal communication)—alternative delivery systems for that small amount may be feasible, with the main systems delivering subpotable water for bathing, cleaning, watering lawns, and so on, and nonpotable water for industry or irrigation. It is easier to contemplate in theory these logical divisions than to make actual plans for altering the delivery system in metropolitan water districts. Political and economic realities restrict change in built-up areas unless the danger is severe, but in some new suburbs in Florida dual pipelines are laid for potable water inside the house and subpotable outside. Drinking bottled water is becoming more common. Many municipal water systems now supply partially purified (nonpotable) water to industry for cooling or other processes. Still, these new ideas have not been widely implemented to date. It is unexpected, then, to find that the ancient Greeks had just such a triple system of water supply and reuse. Each Greek city had both public fountains and springs supplying flowing water of the best quality, and private cisterns in houses and public buildings to supply still water of good quality, plus a drain system that led used water outside the city.
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Colopy, Cheryl. "Belji of Dhulikhel." In Dirty, Sacred Rivers. Oxford University Press, 2012. http://dx.doi.org/10.1093/oso/9780199845019.003.0016.

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I first heard of Bel Prasad Shrestha five years before I met him. An article in the Nepali Times lauded his efforts to establish a water system in the town of Dhulikhel while he was its mayor. I clipped it and set it aside. Fifteen miles from Kathmandu was a municipal utility that put Kathmandu’s to shame. I wanted to know more. Perhaps I saved Bel Prasad for last, expecting the visit to Dhulikhel to be a pleasant excursion—a hopeful encounter that would show me that the break down of urban management I saw every day in Kathmandu was not an inevitable part of development in Nepal. After all those discouraging discussions about Melamchi and about Kathmandu sewage and water supply problems, perhaps I was going to meet a Newar who had a gift for water like his ancient forebears. I went to Dhulikhel the day before May Day, 2010, when Nepal’s Maoists were planning to outdo their usual May Day celebrations with protests all over the city. They were massing their cadres in Kathmandu, ostensibly to pressure the prime minister of another party to resign. On a Friday morning I set out with my friend Ram, a Kathmandu taxi driver who was always available when I needed to venture out on a longer excursion. The shocks on his little white Maruti Suzuki were shot, as they were on most taxis in Kathmandu, but Ram was a good driver who knew all the roads and backroads. Aside from worries about being able to return to the city in the face of demonstrations and roadblocks—or perhaps the complete countrywide shutdown that the Maoists were threatening—Dhulikhel was a green and quiet escape, a fine place to wait out urban riots if any were to materialize. And I found a charming host in Bel Prasad, a unique and now elderly gentleman who had straddled the wide gulf between the rural Nepal of his childhood and the world he had seen in visits to Europe, America, and Japan.
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Conference papers on the topic "Municipal water supply Management Melbourne"

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Geller, Doug, and Azad Mohammadi. "Planning and Management Challenges and Strategies for Conjunctive Use of Surface and Groundwater: The Municipal Supply." In Specialty Symposium on Integrated Surface and Ground Water Management at the World Water and Environmental Resources Congress 2001. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40562(267)6.

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Douville, Chris, and Jordan Macknick. "Energy Usage and Management at a Large Wastewater Treatment Facility in Boulder, Colorado." In ASME 2011 International Mechanical Engineering Congress and Exposition. ASMEDC, 2011. http://dx.doi.org/10.1115/imece2011-65994.

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Wastewater treatment plants require substantial amounts of energy for pumping and treating water as well as for other plant operations. National and regional policy changes resulting in stricter water quality standards could result in an increase in energy requirements for treatment, as further treatment or more energy intensive technologies would be required. Given rises in energy costs, effective energy management plans are necessary for municipal wastewater treatment plants. Energy usage in wastewater treatment plants can be reduced through a number of different technology options without compromising water quality output. These different technology options vary in effectiveness, energy intensity, and upfront and operational costs, and the choice of technologies is often dependent upon local conditions and plant specific characteristics. Energy management can be improved also through electricity production on-site from the capture of methane gases released during treatment or from the inclusion of renewable electricity generating technologies. These technology options augment the creation of energy on-site while not necessarily reducing total energy demands. The objective of this paper is to, through use of a case study of a wastewater treatment facility in Boulder, Colorado, describe the most energy intensive processes of wastewater treatment, review various technology options for these processes, and discuss the opportunities and barriers to improving energy management at wastewater treatment plants. This paper is part of a topical session entitled “An Energy Appetite of U.S. Water Systems — what does it take to supply our water?”
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Buszynski, Mario E. "Environmental Mitigation Associated With the Installation of a Natural Gas Pipeline in the Vicinity of an Artesian Well." In 2002 4th International Pipeline Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/ipc2002-27136.

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In the fall of 2001, Enbridge Consumers Gas proposed to install a 190 mm extra-high pressure steel pipeline in proximity to an artesian well on the Oak Ridges Moraine in southern Ontario. This well is located within the Regional Municipality of Durham and it is used by over 300 persons per day as their drinking water source because of very high water quality. Potential impacts to drinking water quality have taken on greater importance because of the Walkerton tragedy, in which a number of people died from drinking contaminated municipal water. The Region of Durham was especially concerned because of the large number of people who use this artesian well as their drinking water source. The Region did not want to close the well during construction as this could be taken as an admission that construction might negatively impact water quality. At the same time, they wanted to ensure that water quantity and quality was maintained. SENES Consultants Limited (“SENES”) was retained to develop and implement an environmental management plan to ensure that no negative impacts would occur during construction. The plan involved characterization of the water-bearing zone in terms of depth, type of deposit and direction of flow, relative to the drinking water source. This was undertaken through the use of test pits, boreholes and piezometers. Potential construction impacts were identified. In this case, the natural gas pipeline was to be installed by a directional drill that injects bentonite (drilling mud) to provide lubrication and to keep the drill hole from collapsing. Mitigation measures related to containment of bentonite and fuel handling in the vicinity of the artesian well were prescribed. The rationale for directional drilling this section of the pipeline was to prevent erosion of the steep slopes and to undercross a watercourse. The water-bearing deposit consisted of a sandy-gravel layer that was found to occur at a depth of 3.65 meters. Every effort was made to maintain the drill hole for the pipeline above this depth. In addition to sampling the artesian well for chemical and bacterial parameters in advance of construction and upon completion of work in the vicinity, water from the artesian well and one of the piezometers was checked for turbidity every two hours. Other contingency plans included digging “burp-holes” to reduce the potential for bentonite frac-outs and having a water supply truck on stand-by should turbidity levels reach unacceptable levels. Construction proceeded smoothly. Minor frac-outs occurred and were appropriately contained. The turbidity readings and water quality samples taken before, during and post-construction confirmed that there were no negative impacts on the artesian well. The methods used on this project are directly applicable to other pipelines that may be constructed in the vicinity of artesian wells.
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Brickner, Robert H. "Behind the Scenes: Historic Agreement to Develop U.S. Virgin Islands’ First Alternative Energy Facilities." In 18th Annual North American Waste-to-Energy Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/nawtec18-3516.

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In the summer of 2009, Governor John P. DeJongh, Jr. announced that the Virgin Islands Water and Power Authority (WAPA) had just signed two 20-year Power Purchase Agreements, and the Virgin Islands Waste Management Authority (VIWMA) had signed two 20-year Solid Waste Management Services Agreements with affiliates of Denver-based Alpine Energy Group, LLC (AEG) to build, own, and operate two alternative energy facilities that will serve the residents of St. Croix, St. John, and St. Thomas. The alternative energy facilities, to be built on St. Croix and St. Thomas, have a projected cost of $440 million and will convert an estimated 146,000 tons per year of municipal solid waste into refuse-derived fuel (RDF) using WastAway Services® technology, which will be combined with petroleum coke as fuel in fluidized bed combustion facilities to generate steam and electric power. These sustainable projects will provide 33 MW of electric power to St. Thomas and St. John and 16 MW of electric power to St. Croix, and will help to provide long-term cost stability for electric power and solid waste management in the Territory. Construction is expected to start in spring 2010 with an anticipated completion date during the fourth quarter of 2012. This procurement is a significant achievement for the U.S. Virgin Islands. When the projects are fully implemented, they will allow the Territory to reduce its dependence on oil, recover the energy value and certain recyclable materials from its municipal solid waste, and divert this waste from landfill. Since VIWMA has the responsibility to collect and/or dispose of solid waste year-round, having a system incorporating multiple solid waste processing lines and an adequate supply of spare parts on hand at all times is crucial to meeting the daily demands of waste receiving and processing, and RDF production. Also, with the location of the US Virgin Islands in a hurricane zone, and with only one or two combustion units available in each Project, the ability to both stockpile waste pre-RDF processing and store the produced RDF is very important. Gershman, Brickner & Bratton, Inc. (GBB)’s work has included a due diligence review of the Projects and providing professional support in VIWMA’s negotiations with AEG. GBB’s initial primary assignment centered on reviewing the design and operations of the RDF processing systems that will be built and operated under the respective Service Contracts. VIWMA needed to undertake a detailed technical review of the proposed RDF processing system, since this was the integration point of the waste collection system and waste processing/disposal services. GBB, in association with Maguire, was requested to provide this review and present the findings and opinions to VIWMA. In the completion of this effort, which included both a technical review and participation in negotiations to advance the Service Contracts for the Projects, GBB made direct contact with the key equipment suppliers for the Projects proposed by AEG. This included Bouldin Corporation, the primary RDF processing system supplier, with its patented WastAway technology, and Energy Products of Idaho, the main thermal processing equipment supplier, with its fluidized bed combustion technology and air pollution control equipment. Additionally, since the combustion systems for both Projects will generate an ash product that will require marketing for use and/or disposal over the term of the Service Contracts, GBB made contact with LA Ash, one of the potential subcontractors identified by AEG for these ash management services. Due to the nature of the contract guarantees of VIWMA to provide 73,000 tons per year of Acceptable Waste to each Project for processing, VIWMA authorized GBB to perform a current waste stream characterization study. Part of this effort included waste sorts for one week each in February 2009 on St. Croix and March 2009 on St. Thomas, with the results shared with VIWMA and AEG, as compiled. The 2009 GBB waste stream characterization study incorporated historical monthly waste weigh data from both the Bovoni and Anguilla Landfills that were received from VIWMA staff. The study has formed a basis for continuing to augment the waste quantity information from the two landfills with the additional current monthly results compiled by VIWMA staff going forward following the waste sorts. The final GBB report was published in December 2009 and includes actual USVI landfill receipt data through August 31, 2009. The information contained in this document provides the underpinnings to allow for better tracking and analysis of daily, weekly and monthly waste quantities received for recycling, processing and disposal, which are important to the overall waste processing system operations, guarantees and cost projections. GBB’s annual projections are that the total waste on St. Croix is currently over 104,000 tons per year and over 76,000 tons per year on St. Thomas. The thermal processing technology selected for both Projects is a fluidized bed process, employing a heated bed of sand material “fluidized” in a column of air to burn the fuel — RDF and/or Pet Coke. As such, the solid waste to be used in these combustion units must be size-reduced from the myriad of sizes of waste set out at the curb or discharged into the large roll-off boxes or bins at the many drop-off sites in the US Virgin Islands. While traditional RDF would typically have several days of storage life, the characteristics of the pelletized RDF should allow several weeks of storage. This will be important to having a sound and realistic operating plan, given the unique circumstances associated with the climate, waste moisture content, island location, lack of back-up disposal options and downtime associated with the Power Generation Facility. During the negotiations between AEG and VIWMA, in which GBB staff participated, in addition to RDF and pelletized RDF as the waste fuel sources, other potential fuels have been discussed for use in the Projects and are included as “Opportunity Fuels” in the Service Contracts. These Opportunity Fuels include ground woody waste, dried sludges, and shredded tires, for example. Therefore, the flexibility of the EPI fluidized bed combustion boilers to handle multi-fuels is viewed as an asset over the long term, especially for an island location where disposal options are limited and shipping materials onto and off of each island is expensive. This presentation will provide a unique behind-the-scenes review of the process that led to this historic agreement, from the due diligence of the proposed technologies, to implementation planning, to the negotiations with the contractor. Also discussed will be the waste characterization and quantity analysis performed in 2009 and the fast-track procurement planning and procurement of construction and operating services for a new transfer station to be sited on St. Croix.
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Reports on the topic "Municipal water supply Management Melbourne"

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Russell, H. A. J., S. E. Pullan, J. A. Hunter, D. R. Sharpe, and S. Holysh. Buried valley aquifers: new data collection for municipal water supply and watershed management, Caledon East, Ontario. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2006. http://dx.doi.org/10.4095/222154.

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