Rozprawy doktorskie: „Urban Shallow Water Systems”

1

Johnson, Thomas C. "Implicit numerical schemes for transcritical shallow water flow". Thesis, University of Reading, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.365090.

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Tsegaye, Seneshaw Amare. "Flexible Urban Water Distribution Systems". Scholar Commons, 2013. http://scholarcommons.usf.edu/etd/4597.

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With increasing global change pressures such as urbanization and climate change, cities of the future will experience difficulties in efficiently managing scarcer and less reliable water resources. However, projections of future global change pressures are plagued with uncertainties. This increases the difficulty in developing urban water systems that are adaptable to future uncertainty. A major component of an urban water system is the distribution system, which constitutes approximately 80-85% of the total cost of the water supply system (Swamee and Sharma, 2008). Traditionally, water distribution systems (WDS) are designed using deterministic assumptions of main model input variables such as water availability and water demand. However, these deterministic assumptions are no longer valid due to the inherent uncertainties associated with them. Hence, a new design approach is required, one that recognizes these inherent uncertainties and develops more adaptable and flexible systems capable of using their active capacity to act or respond to future alterations in a timely, performance-efficient, and cost-effective manner. This study develops a framework for the design of flexible WDS that are adaptable to new, different, or changing requirements. The framework consists of two main parts. The first part consists of several components that are important in the pre and post--processing of the least-cost design methodology of a flexible WDS. These components include: the description of uncertainties affecting WDS design, identification of potential flexibility options for WDS, generation of flexibility through optimization, and a method for assessing of flexibility. For assessment a suite of performance metrics is developed that reflect the degree of flexibility of a distribution system. These metrics focus on the capability of the WDS to respond and react to future changes. The uncertainties description focuses on the spatial and temporal variation of future demand. The second part consists of two optimization models for the design of centralized and decentralized WDS respectively. The first model generates flexible, staged development plans for the incremental growth of a centralized WDS. The second model supports the development of clustered/decentralized WDS. It is argued that these clustered systems promote flexibility as they provide internal degrees of freedom, allowing many different combinations of distribution systems to be considered. For both models a unique genetic algorithm based flexibility optimization (GAFO) model was developed that maximizes the flexibility of a WDS at the least cost. The efficacy of the developed framework and tools are demonstrated through two case study applications on real networks in Uganda. The first application looks at the design of a centralized WDS in Mbale, a small town in Eastern Uganda. Results from this application indicate that the flexibility framework is able to generate a more flexible design of the centralized system that is 4% - 50% less expensive than a conventionally designed system when compared against several future scenarios. In addition, this application highlights that the flexible design has a lower regret under different scenarios when compared to the conventionally designed system (a difference of 11.2m3/US$). The second application analyzes the design of a decentralized network in the town of Aura, a small town in Northern Uganda. A comparison of a decentralized system to a centralized system is performed, and the results indicate that the decentralized system is 24% - 34% less expensive and that these cost savings are associated with the ability of the decentralized system to be staged in a way that traces the urban growth trajectory more closely. The decentralized clustered WDS also has a lower regret (a difference of 17.7m3/US$) associated with the potential future conditions in comparison with the conventionally centralized system and hence is more flexible.

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3

Godin, André. "The calibration of shallow water multibeam echo-sounding systems". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp04/mq23800.pdf.

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4

Sempewo, Jotham Ivan. "Transitioning of urban water distribution systems". Thesis, University of Birmingham, 2013. http://etheses.bham.ac.uk//id/eprint/4227/.

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The upgrade of urban water distribution systems (UWDS) amidst uncertain global change pressures is a challenging problem. To deal with this dilemma water utilities require approaches that enable UWDS to be transitioned at a minimal technical and socio-economic impact as uncertainties become known. A review of approaches for upgrading UWDS shows that existing cost models are skewed towards operation and maintenance costs without consideration for future transitionability. This thesis describes approaches for the sustainable transition of UWDS and their application on case studies. The thesis develops a conceptual framework for the analysis of UWDS transitions. It then develops a Socio-economic Impact Indicator (SII) framework based on Multi Criteria Decision Analysis and the Analytical Hierarchical Process to estimate impacts in an urban area due to UWDS transitions. It also develops an approach for modelling socio-technical transitions based on multinomial logistic regression. The thesis then develops an UWDS transition design approach that considers not only operation and maintenance costs (leakage and burst costs) but also transitionability and future socio-technical impacts costs. The developed approaches have been tested on case studies as proof of concept. Maximum cost saving can be realised when existing UWDS are upgraded with consideration of future UWDS transitionability.

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5

Ding, Xiaoliang. "Numberical solution of the shallow-water equations on distributed memory systems". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape10/PQDD_0006/MQ40742.pdf.

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6

Huang, Danguang. "Flexible design of urban water distribution systems". Thesis, University of Birmingham, 2011. http://etheses.bham.ac.uk//id/eprint/2948/.

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Urban water distribution systems (UWDS) are highly inter-connected and under many uncertainties from water demand, pipe roughness, and component failure. Accurate projections of these uncertainties are almost impossible, and thus it may not be a proper method to design the system to meet its performance criteria for the forecasted scenario. The system is designed for the deterministic not for the uncertainties, as a result it may not be efficient or effective to be operated under different future scenarios. Flexible design is shown as a useful strategy to cost-effectively respond to uncertainties because of its consideration of uncertainties in advance, and has been successfully applied in many engineering systems. The objective of flexible design is to identify flexibility sources in UWDS and embed them into the system design to respond to uncertainties. The thesis discussed different terms to define the property of the system to respond to uncertainties and proposed a definition of flexibility for UWDS. It then proposed different measures to indicate flexibility value and introduced an efficient method to handle numerous uncertain parameters in the model. It also develops an efficient method to identify high value flexibility sources based on the Flexibility Index. Finally the thesis presents a flexibility-based optimisation model that enable water engineers to compare different flexible design alternatives and generate optimal solutions. A definition of flexibility in UWDS is proposed to illustrate broadly its property to respond to uncertainties, since it is not so useful, or at least in this thesis to distinguish similar terms to define the property of the system to respond to uncertainties. Identified flexibility sources by the proposed method is not useful for the flexibility-based optimization model to design a system, but it might be a powerful tool to locate the weak points in the system or provide better update options during rehabilitation of the system. The computational efficiency of the proposed flexibility-based optimisation model was demonstrated by dramatic decreasing on the number of the required hydraulic simulation in the case study. Flexible designs in the case study are more expensive than inflexible design, but have better hydraulic performance under uncertainties.

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7

Noiva, Karen Marie. "International comparative analysis of urban water systems". Thesis, Massachusetts Institute of Technology, 2018. http://hdl.handle.net/1721.1/115760.

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Thesis: Ph. D., Massachusetts Institute of Technology, Department of Architecture, 2018.
Cataloged from PDF version of thesis.
Includes bibliographical references (pages 223-251).
This dissertation presents a new approach to structuring global diversity for a large number of urban water systems, so that trends observed in a small number of cases can contribute to a more general understanding of the spectrum of contemporary sustainability challenges faced by cities around the world. The two-part approach first uses a large number of cities (large-n, i.e. n = 142) to identify a typology which is used to guide the choice of two cases (small-n, i.e. n = 2) for further analysis. In the first part of the approach, I compare a large number (large-n) of urban water systems. Simple profiles of key attributes of urban water supply and demand-population (N), water use intensity (WN), and net annual water balance data (qNet)-are assembled from common global databases. Univariate and bivariate methods are used to identify global trends. I introduce two new indicators that benchmark urban water use intensity against climatic availability: the Water Use and Climate Index (WUCI, with units of m²) and the Potential Self-Sufficiency Ratio (Rss, unitless) and find that 65% of cities in the study have Rss >/= 1. I then use exploratory statistical clustering algorithms to identify six type of urban water systems profiles, ranging from small, wet cities with low WUCI and high Rss to large cities with high water use intensity, high WUCI, and lower Rss. In the second part of the approach, I demonstrate the use of that typology in framing case study choice for small-n international comparative analysis of urban water systems. I choose Los Angeles and Singapore from Type 4, which have large populations and high water use intensity but different climates. I apply univariate and bivariate methods to identify trends over time in water system profiles of LA and Singapore. Calculating WUCI and the Potential Self-Sufficiency Ratio for the two cases provides insight into historical behavior and future targets. Finally, I use these results to construct simple simulations to assess past behavior and future targets.
by Karen Marie Noiva.
Ph. D.

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8

Winter, Thomas A. "Examination of time-reversal acoustic application to shallow water active sonar systems". Thesis, Monterey, Calif. : Springfield, Va. : Naval Postgraduate School ; Available from National Technical Information Service, 2000. http://handle.dtic.mil/100.2/ADA378874.

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9

Akponasa, Gladys Aruore. "Solution of the contravariant shallow water equations using boundary-fitted coordinate systems". Thesis, University of Oxford, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.314835.

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10

au, mike mouritz@dpi wa gov, i Mike Mouritz. "Sustainable urban water systems : policy and professional praxis". Murdoch University, 1996. http://wwwlib.murdoch.edu.au/adt/browse/view/adt-MU20051109.95558.

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The provision of water, wastewater and stormwater infrastructure is an essential ingredient of cities. However, questions are being raised about the type and form of urban infrastructure, for economic and environmental reasons. Traditionally these techologies have offered linear solutions, drawing increasing volumes of water into cities and discharging waste at ever increasing levels, causing escalating stress on the environment. In addition the costs of water infrastructure provision and replacement, both in the developing and developed world, is becoming prohibitive. In response, a new paradigm has been called for and new solutions are emerging that have been labelled as Integrated Urban Water Management (IUWM). This concept can be considered to consist of both technical and philosophical dimensions, and represents a new form of professional praxis. However, the adoption of these techniques and concepts is constrained by the inertia of the existing urban water systems. It is therefore argued that the introduction of any change must occur across a number of dimensions of the technoeconomic system of the city. These dimensions-artefacts and technical systems (i.e. the technology and knowledge systems), professional praxis and socio-political context (i.e. institutions, culture and politics) and biophysical realities and world views (i.e. the environment and underlying values) - provide a framework for analysis of the change process - both how it is occurring and how it needs to occur. This framework is used to illustrate the link between environment values and the process of technological innovation, and points to the need for the emerging values and innovations to be institutionalised into the professional praxis and socio-political context of society. Specifically, it is argued that a new form of transdisciplinary professional praxis is emerging and needs to be cultivated. A broad review of the literature, an evaluation of selected emerging technologies and three case studies are used to illustrate and argue this position. These examples show the potential economic, social and environmental benefits of IUWM and provide some insight into the potential which this approach has to influence the form and structure of the city and at the same time highlighting the institutional arrangements required to manage urban water systems.

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11

Flower, David Jonathan Mark. "An integrated approach to modelling urban water systems". Monash University. Faculty of Engineering. Department of Civil Engineering, 2009. http://arrow.monash.edu.au/hdl/1959.1/73160.

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The energy consumption and greenhouse gas (GHG) emissions associated with urban water systems have come under scrutiny in recent times, as a result of increasing interest in climate change, to which urban water systems are particularly vulnerable. The approach most commonly taken previously to modelling these results has been to consider various urban water system components in great detail, but in isolation from the rest of the system. This piecewise approach is suboptimal, since it systematically fails to reveal the relative importance of the energy consumption and GHG emissions associated with each system component in the context of the entire urban water system. Hence, it was determined that a new approach to modelling the energy consumption and GHG emissions associated with urban water systems was necessary. It was further determined that the value derived from such a model would be greatly enhanced if it could also model the water consumption and wastewater generation associated with each system component, such that integrated policies could be developed, aimed at minimising water consumption, wastewater generation, energy consumption and GHG emissions concurrently. Hence, the following research question was posed: How should the relationships between the water consumption, wastewater generation, energy consumption and GHG emissions associated with the operation of urban water systems be modelled such that the impact of various changes to the system configuration made at different spatial scales can be determined within the context of the entire system? In this research project, life cycle assessment ideas were employed to develop such a new modelling methodology. Initially, the approach was developed at the building-scale, such that the end uses of water present in a selected building and any associated appliances could be modelled, along with the fraction of the citywide water supply and wastewater systems directly associated with providing services to that building. This vast breadth of scope was delivered by considering only the operational life cycle stage of each urban water system component, excluding both the pre- and post-operational life cycle stages of the associated infrastructure. The value of this pilot model was illustrated by several case studies, focused on residential buildings connected to the centralised water supply and wastewater systems in Melbourne, Australia. Later, the approach was extended to the city-scale by using probabilistic distributions of each input parameter, such that all of the end uses of water present in a city, and all of the associated building-scale appliances could be modelled, along with the associated complete water supply and wastewater systems. The value of this city-scale model was illustrated by applying it to model a hypothetical case study city, resembling Melbourne, Australia in many ways. Due to a lack of data, this application was limited to the residential sector of the case study city, along with the fraction of the citywide water supply and wastewater systems directly associated with providing services to that sector. The results generated by the pilot and city-scale models showed that the new modelling methodology could be employed at a wide range of scales to assess the relative importance of each modelled urban water system component in terms of the specified results. Importantly, the high resolution of those results enabled the identification of the underlying causes of the relative importance of each urban water system component, such that efficient and effective approaches to reducing each result for each system component could be developed. Interestingly, for the specific case studies investigated, it was revealed that some commonly neglected system components were actually extremely important, such as domestic hot water services, a trend found to be largely driven by hot water consumption in showers.

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12

Mouritz, Mike. "Sustainable urban water systems : policy and professional praxis /". Mouritz, Mike (1996) Sustainable urban water systems: policy and professional praxis. PhD thesis, Murdoch University, 1996. http://researchrepository.murdoch.edu.au/211/.

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The provision of water, wastewater and stormwater infrastructure is an essential ingredient of cities. However, questions are being raised about the type and form of urban infrastructure, for economic and environmental reasons. Traditionally these techologies have offered linear solutions, drawing increasing volumes of water into cities and discharging waste at ever increasing levels, causing escalating stress on the environment. In addition the costs of water infrastructure provision and replacement, both in the developing and developed world, is becoming prohibitive. In response, a new paradigm has been called for and new solutions are emerging that have been labelled as Integrated Urban Water Management (IUWM). This concept can be considered to consist of both technical and philosophical dimensions, and represents a new form of professional praxis. However, the adoption of these techniques and concepts is constrained by the inertia of the existing urban water systems. It is therefore argued that the introduction of any change must occur across a number of dimensions of the technoeconomic system of the city. These dimensions-artefacts and technical systems (i.e. the technology and knowledge systems), professional praxis and socio-political context (i.e. institutions, culture and politics) and biophysical realities and world views (i.e. the environment and underlying values) - provide a framework for analysis of the change process - both how it is occurring and how it needs to occur. This framework is used to illustrate the link between environment values and the process of technological innovation, and points to the need for the emerging values and innovations to be institutionalised into the professional praxis and socio-political context of society. Specifically, it is argued that a new form of transdisciplinary professional praxis is emerging and needs to be cultivated. A broad review of the literature, an evaluation of selected emerging technologies and three case studies are used to illustrate and argue this position. These examples show the potential economic, social and environmental benefits of IUWM and provide some insight into the potential which this approach has to influence the form and structure of the city and at the same time highlighting the institutional arrangements required to manage urban water systems.

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13

Creese, Edward E. "Urban water systems, demand management and sustainable development". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape4/PQDD_0024/NQ51186.pdf.

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14

Mouritz, Michael John. "Sustainable urban water systems: Policy and professional praxis". Thesis, Mouritz, Michael John (1996) Sustainable urban water systems: Policy and professional praxis. PhD thesis, Murdoch University, 1996. https://researchrepository.murdoch.edu.au/id/eprint/211/.

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The provision of water, wastewater and stormwater infrastructure is an essential ingredient of cities. However, questions are being raised about the type and form of urban infrastructure, for economic and environmental reasons. Traditionally these techologies have offered linear solutions, drawing increasing volumes of water into cities and discharging waste at ever increasing levels, causing escalating stress on the environment. In addition the costs of water infrastructure provision and replacement, both in the developing and developed world, is becoming prohibitive. In response, a new paradigm has been called for and new solutions are emerging that have been labelled as Integrated Urban Water Management (IUWM). This concept can be considered to consist of both technical and philosophical dimensions, and represents a new form of professional praxis. However, the adoption of these techniques and concepts is constrained by the inertia of the existing urban water systems. It is therefore argued that the introduction of any change must occur across a number of dimensions of the technoeconomic system of the city. These dimensions-artefacts and technical systems (i.e. the technology and knowledge systems), professional praxis and socio-political context (i.e. institutions, culture and politics) and biophysical realities and world views (i.e. the environment and underlying values) - provide a framework for analysis of the change process - both how it is occurring and how it needs to occur. This framework is used to illustrate the link between environment values and the process of technological innovation, and points to the need for the emerging values and innovations to be institutionalised into the professional praxis and socio-political context of society. Specifically, it is argued that a new form of transdisciplinary professional praxis is emerging and needs to be cultivated. A broad review of the literature, an evaluation of selected emerging technologies and three case studies are used to illustrate and argue this position. These examples show the potential economic, social and environmental benefits of IUWM and provide some insight into the potential which this approach has to influence the form and structure of the city and at the same time highlighting the institutional arrangements required to manage urban water systems.

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15

Sjöholm, Pia. "Water strategies for Swedish sustainable urban planning : A comparison between certification systems and urban water research". Thesis, Uppsala universitet, Institutionen för geovetenskaper, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-213400.

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Sustainable development is gaining more focus than ever, and sustainable urban water management is increasingly being incorporated in urban planning worldwide. Internationally, certification systems for sustainable urban planning have gained popularity, and a Swedish version of the British certification system BREEAM Communities is on its way. In this degree project the technical water related aspects of the certification system BREEAMCommunities are analyzed and compared with the corresponding aspects of the American certification system LEED for Neighborhood Development. Water related aspects of both systems are discussed on basis of research in sustainable urban water management. Difficult questions raised in managing the urban water of the future are e.g. climate changes and new technical solutions for storm water management.

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16

Soltani, ehha Mahdokht. "Yazd Urban Water Governance : Towards water privatization in Yazd, Iran". Thesis, Stockholms universitet, Kulturgeografiska institutionen, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:su:diva-65783.

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Reliable clean water supply and treated sewage are fundamental for human health and wellbeing. Water scarcity becomes a discussing concern due to the unfair distribution of resources and different amount of precipitation in some parts of the earth. Although water-related issues are highly influenced by climate changes, there are always various mismanagements of human kind in local scale which totally affects the natural water cycle. Therefore, an urban water system and how this system copes with the natural and built environment are going to be studied in this research. Reviewing the urban management and decision making process inIran, privatization and its prerequisites is the main backbone of this thesis. The central region ofIran,Yazd, has been selected as the case study. This water-stressed area is located on desert margins which water plays a key role in every new and existing development. Along with studying vulnerability of urban water system in this area, the potential risks and crisis would be pointed out. Finally, the analysis and discussion to the current of water sector’s situation based on previous experiences have been presented.

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17

Chhipi, Shrestha Gyan Kumar. "Water-energy-carbon nexus : a system dynamics approach for assessing urban water systems". Thesis, University of British Columbia, 2017. http://hdl.handle.net/2429/61819.

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Water, energy, and carbon emissions of Urban Water Systems (UWSs) are intertwined and have complex interactions forming a water-energy-carbon (WEC) nexus. A comprehensive methodology to quantify dynamic WEC nexus is required. The main objective of this research is to develop a decision support system (DSS) for assessing the WEC nexus for sustainable planning and management of UWSs. This research has been accomplished in five distinct steps. In the first step, key Sustainability Performance Indicators (SPIs) of small to medium-sized UWSs have been identified. The SPIs related to water consumption, energy use, carbon emissions, and cost were used for developing the DSS. In the second step, a WEC DSS has been developed for an operational phase of an UWS using system dynamics and then applied to the City of Penticton. The highest energy consumer was found to be indoor hot water use in the city. In the third step, a framework has been developed to study the impacts of neighbourhood densification on the WEC nexus. A higher net residential density will result in lower per capita water demand, energy use, net carbon emissions, and life cycle cost of water distribution system. The proposed framework provides an optimal residential density and energy intensity of water distribution, which can be used as inputs to the WEC DSS. In the fourth step, microbial water quality guidelines for reclaimed water have been developed for various non-potable urban reuses. Moreover, the FitWater tool has been developed for evaluating fit-for-purpose wastewater treatment and reuse potentials based on cost, health risk, and the WEC nexus. The outputs of FitWater can be used as inputs to the WEC DSS. In the last step, the economics of the WEC nexus of net-zero water communities has been analyzed using the WEC model. The DSS developed based on this research is capable of quantifying dynamic water consumption, energy use, carbon emissions, and the cost of UWSs. The DSS can analyze different WEC-based interventions. The DSS can be used by utilities, urban developers, and policy makers for long-term planning of urban water in communities.
Applied Science, Faculty of
Engineering, School of (Okanagan)
Graduate

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18

Dudzinski, Michael [Verfasser]. "Well-Balanced Bicharacteristic-Based Finite Volume Schemes for Multilayer Shallow Water Systems / Michael Dudzinski". München : Verlag Dr. Hut, 2014. http://d-nb.info/106456058X/34.

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Freund, Evan Benjamin. "Meeting the mandate for clean water : an evaluation of privately managed U.S. water and wastewater systems". Thesis, Massachusetts Institute of Technology, 2005. http://hdl.handle.net/1721.1/33408.

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Thesis (M.C.P.)--Massachusetts Institute of Technology, Dept. of Urban Studies and Planning, 2005.
Includes bibliographical references (p. 128-133).
Reliable provision of clean and safe drinking water is critical for public health, economic stability and growth in the United States. Due to a combination of financial, regulatory and operational challenges, however, it is becoming increasingly difficult for publicly owned and operated water utilities to provide affordable and safe water along with efficient service delivery. Since the 1980's, new actors have entered the U.S. water utility scene in the form of large international firms that specialize in water utility management, offering the opportunity to increase efficiency, expedite long-delayed maintenance, minimize rate increases and provide needed capital for system expansion. Private management of water and wastewater systems, however, can have unintended and negative consequences on localities, including: * The loss of employment and pensions for the municipal utility work force; * Higher water rates because private firms charge full cost, must pay taxes and earn a profit; * Surrender of local control over ratemaking and other financial issues to state public utility commissions; * Loss of municipal control of daily operations and the setting of service standards, as well as loss of control over planning for long-term growth and economic development.
(cont.) The intent of this thesis is to evaluate the effects of adopting long-term operations and management contracts for water and wastewater services in three U.S. cities. The central assertion of this thesis is that such contracts between municipal governments and private water and wastewater providers are financially risky endeavors that invite labor disputes, generate municipal budget conflicts, threaten water quality and undercut the reliability of customer service. Evidence from the three cities examined also suggests that the risks (i.e., increases in the number of violations of water quality standards, decreases in actual preventative maintenance and lower-than expected financial savings) outweigh the presumed returns offered by long-term contracts with provide providers (namely financial savings, improvements in customer service, and improvements in water quality). Finally, this study also examines the concept of competitiveness in water utility management and explores opportunities for public utilities to identify and implement operational improvements without actually privatizing any aspects of network operations and maintenance.
by Evan Benjamin Freund.
M.C.P.

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20

Salimi, Kate. "Gender Dimensions of Community-managed Water Systems: Gender-water Realities in Peri-urban Cochabamba, Bolivia". Thesis, Université d'Ottawa / University of Ottawa, 2015. http://hdl.handle.net/10393/32250.

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This thesis examines women’s participation in community-managed water systems in peri-urban Cochabamba, Bolivia based on fieldwork conducted from June-August 2013. Informed by a Feminist political ecology framework, this thesis demonstrates that there are key gendered differences in experiences with water because women are the primary managers of water in the home, and their labour, time and livelihoods are significantly impacted by the lack of safe water. By unearthing women’s experiences and opinions from a number of water committees, networked systems of water should be considered part of a ‘feminist agenda’ as having access to networked water systems decreases women’s physical workloads and the costs of household water. However, while networked water systems are not perfect from a gendered perspective as male community members hold most of the decision-making positions, alliances with progressive NGOs play an important role within Cochabamba’s waterscape as they promote a politics of equity and encourage women to see themselves as vocal subjects, able to define and defend their gender interests.

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21

Zhang, Changyu. "A Study on Urban Water Reuse Management Modeling". Thesis, University of Waterloo, 2005. http://hdl.handle.net/10012/795.

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This research deals with urban water reuse planning and management modeling in the context of sustainable development. Rapid urbanization and population growth have presented a great challenge to urban water resources management. As water reuse may alleviate pollution loads and enhance water supply sources, water reuse is being recognized as a sustainable urban water management strategy and is becoming increasingly attractive in urban water resources management. An efficient water reuse planning and management model is of significance in promoting water reuse practices. This thesis introduces an urban water reuse management and planning model using optimization methods with an emphasis on modeling uncertainty issues associated with water demand and water quality. The model is developed in conjunction with the overall urban water system with considerations over water supply, water demand, water distribution, water quality, and wastewater treatment and discharge. The objective of the model is to minimize the overall cost of the system subject to technological, societal and environmental constraints. Uncertainty issues associated with water demand and treatment quality are modeled by introducing stochastic programming methods, namely, two-stage stochastic recourse programming and chance-constraint programming. The model is capable of identifying and evaluating water reuse in urban water systems to optimize the allocation of urban water resources with regard to uncertainties. It thus provides essential information in planning and managing urban water reuse systems towards a more sustainable urban water resources management. An application was presented in order to demonstrate the modeling process and to analyze the impact of uncertainties.

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22

Nilsson, David. "Water for a few : a history of urban water and sanitation in East Africa". Licentiate thesis, Stockholm : Department of Philosophy and the History of Technology, Royal Institute of Technology, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-4173.

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23

Kneis, David. "A water quality model for shallow river lake systems and its application in river basin management". Phd thesis, [S.l.] : [s.n.], 2007. http://opus.kobv.de/ubp/volltexte/2007/1464.

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Ganesan, Maya. "A circular model of urban hydrology". Thesis, This resource online, 1996. http://scholar.lib.vt.edu/theses/available/etd-09182008-063254/.

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Amour, Frédéric. "3-D modeling of shallow-water carbonate systems : a scale-dependent approach based on quantitative outcrop studies". Phd thesis, Universität Potsdam, 2013. http://opus.kobv.de/ubp/volltexte/2013/6662/.

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The study of outcrop modeling is located at the interface between two fields of expertise, Sedimentology and Computing Geoscience, which respectively investigates and simulates geological heterogeneity observed in the sedimentary record. During the last past years, modeling tools and techniques were constantly improved. In parallel, the study of Phanerozoic carbonate deposits emphasized the common occurrence of a random facies distribution along single depositional domain. Although both fields of expertise are intrinsically linked during outcrop simulation, their respective advances have not been combined in literature to enhance carbonate modeling studies. The present study re-examines the modeling strategy adapted to the simulation of shallow-water carbonate systems, based on a close relationship between field sedimentology and modeling capabilities. In the present study, the evaluation of three commonly used algorithms Truncated Gaussian Simulation (TGSim), Sequential Indicator Simulation (SISim), and Indicator Kriging (IK), were performed for the first time using visual and quantitative comparisons on an ideally suited carbonate outcrop. The results show that the heterogeneity of carbonate rocks cannot be fully simulated using one single algorithm. The operating mode of each algorithm involves capabilities as well as drawbacks that are not capable to match all field observations carried out across the modeling area. Two end members in the spectrum of carbonate depositional settings, a low-angle Jurassic ramp (High Atlas, Morocco) and a Triassic isolated platform (Dolomites, Italy), were investigated to obtain a complete overview of the geological heterogeneity in shallow-water carbonate systems. Field sedimentology and statistical analysis performed on the type, morphology, distribution, and association of carbonate bodies and combined with palaeodepositional reconstructions, emphasize similar results. At the basin scale (x 1 km), facies association, composed of facies recording similar depositional conditions, displays linear and ordered transitions between depositional domains. Contrarily, at the bedding scale (x 0.1 km), individual lithofacies type shows a mosaic-like distribution consisting of an arrangement of spatially independent lithofacies bodies along the depositional profile. The increase of spatial disorder from the basin to bedding scale results from the influence of autocyclic factors on the transport and deposition of carbonate sediments. Scale-dependent types of carbonate heterogeneity are linked with the evaluation of algorithms in order to establish a modeling strategy that considers both the sedimentary characteristics of the outcrop and the modeling capabilities. A surface-based modeling approach was used to model depositional sequences. Facies associations were populated using TGSim to preserve ordered trends between depositional domains. At the lithofacies scale, a fully stochastic approach with SISim was applied to simulate a mosaic-like lithofacies distribution. This new workflow is designed to improve the simulation of carbonate rocks, based on the modeling of each scale of heterogeneity individually. Contrarily to simulation methods applied in literature, the present study considers that the use of one single simulation technique is unlikely to correctly model the natural patterns and variability of carbonate rocks. The implementation of different techniques customized for each level of the stratigraphic hierarchy provides the essential computing flexibility to model carbonate systems. Closer feedback between advances carried out in the field of Sedimentology and Computing Geoscience should be promoted during future outcrop simulations for the enhancement of 3-D geological models.
Das Modellieren von geologischen Aufschlüssen liegt der Schnittstelle zwischen zwei geo-logischen Teildisziplinen, der Sedimentologie und der geologischen Modellierung. Hierbei werden geologische Heterogenitäten untersucht und simuliert, welche im Aufschluss beobachtet wurden. Während der letzten Jahre haben sich die Werkzeuge und die Technik der Modellierung stetig weiter-entwickelt. Parallel dazu hat die Untersuchung der phanerozoischen Karbonatablagerungen ihren Fokus auf gemeinsamen Vorkommen von zufälligen Faziesverteilungen in beiden Ablagerungs-gebieten. Obwohl beide Teildisziplinen durch die Aufschlussmodellierung eigentlich verbunden sind, wurden ihre jeweiligen Vorteile in der Literatur nicht miteinander verbunden, um so eine Verbesserung ähnlicher Studien zu erreichen. Die vorliegende Studie überprüft erneut die Modellierungsstrategie, angepasst an die Simulation von Flachwasser-Karbonat-Systemen und basierend auf einer engen Beziehung zwischen Sedimentologie und Modellierung. Die vorliegende Arbeit behandelt erstmals die Evaluierung der drei am häufigsten verwendeten Algorithmen „Truncated Gaussian Simulation (TGSim)“, „Sequential Indicator Simulation (SISim)“ und „Indicator Kriging (IK)“, um sie visuell und quantitativ mit dem entsprechenden Aufschluss zu vergleichen. Die Ergebnisse zeigen, dass die Heterogenität von Karbonatgesteinen nicht komplett mit nur einem Algorithmus simuliert werden kann. Die Eigenschaften jedes einzelnen Algorithmus beinhalten Vor- und Nachteile, sodass kein Algorithmus alle Beobachtungen aus dem Aufschluss widerspiegelt. Die zwei Endglieder im Spektrum der Ablagerungsbedingungen von Karbonaten, eine flachwinklige, jurassische Karbonat-Rampe (Hoher Atlas, Marokko) und eine isolierte, triassische Plattform (Dolomiten, Italien), wurden untersucht, um einen kompletten Überblick über die verschiedenen Heterogenitäten in Flachwasser-Karbonat- Systemen zu erhalten. Sedimentologische und statistische Analysen wurden für die verschiedenen Typen, Morphologien, Verteilungen und Assoziationen von Karbonatablagerungen durchgeführt und mit paläogeografischen Rekonstruktionen kombiniert und zeigen ähnliche Ergebnisse. Im Beckenmaßstab zeigen die Faziesassoziationen, bestehend aus Fazieszonen mit ähnlichen Ablagerungsbedingungen, einen linearen und kontinuierlichen Übergang zwischen den einzelnen Ablagerungsbereichen. Im Gegensatz dazu zeigt für einzelne Lithofaziestypen im Maßstab einzelner Schichten eine mosaikartige Verteilung, bestehend aus einer Anordnung räumlich unabhängiger Lithofazieszonen entlang des Ablagerungsprofils. Das Ansteigen der räumlichen Unordnung von der beckenweiten Ablagerung zur Ablagerung einzelner Schichten resultiert aus dem Einfluss autozyklischer Faktoren bei der Ablagerung von Karbonaten. Die Skalenabhängigkeit von Karbonat-Heterogenität ist mit der Auswertung der Algorithmen verknüpft um eine Modellierungsstrategie zu etablieren, welche sowohl die sedimentären Charakteristiken des Aufschlusses als auch die Modellierfähigkeit berücksichtigt. Für die Modellierung der Ablagerungssequenzen wurde ein flächenbasierter Ansatz verwendet. Die Faziesassoziationen wurden durch die Benutzung des TGSim-Algorithmus simuliert, um die regulären Trends zwischen den einzelnen Ablagerungsgebieten zu erhalten. Im Bereich der verschiedenen Lithofazien wurde mit dem SISim-Algorithmus, ein voll stochastischer Ansatz angewendet, um die mosaikartige Verteilung der Lithofazies-Typen zu simulieren. Dieser neue Arbeitsablauf wurde konzipiert, um die Simulierung von Karbonaten auf Basis der einzelnen Heterogenitäten in verschiedenen Größenordnungen zu verbessern. Im Gegensatz zu den in der Literatur angewendeten Simulationsmethoden berücksichtigt diese Studie, dass eine einzelne Modellierungstechnik die natürlichen Ablagerungsmuster und Variabilität von Karbonaten wahrscheinlich nicht korrekt abbildet. Die Einführung verschiedener Techniken, angepasst auf die verschiedenen Ebenen der stratigrafischen Hierarchie, liefert die notwendige Flexibilität um Karbonatsysteme korrekt zu modellieren. Eine enge Verknüpfung zwischen den Fortschritten auf dem Gebieten der Sedimentologie und dem Gebiet der modellierenden Geowissenschaften sollte weiterhin bestehen, um auch zukünftig bei der Simulation von geologischen Gelände-Aufschlüssen eine Verbesserung der 3-D-Modellierung zu erreichen.

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Pearson, Richard Vincent. "Simulation of shallow water hydrodynamics and species transport using elliptically generated non-orthogonal boundary-fitted coordinate systems". Thesis, University of Salford, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.308220.

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Rasmussen, Clare Kathleen, i Clare Kathleen Rasmussen. "A Comparative Analysis of Roman of Water Systems in Pompeii and Nîmes". Thesis, The University of Arizona, 2017. http://hdl.handle.net/10150/625307.

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This thesis compares the Roman water systems in Pompeii and Nîmes in order to understand the relationship of the water systems to the urban layout of the city. Analyzing the nature and location of an urban water system enables a better understanding of the urban functions within a city, as well as prediction of the nature and location of particular structures within an urban plan. I examine the primary sources of Vitruvius and Frontinus, the topography of each city, the urban orientations, the hydro-technologies employed, and the public and private buildings to which water would have been supplied. My survey of water systems begins with the source of water and the aqueduct that supplies each city and also assesses the relationship of the aqueduct to the rural landscape. In both Pompeii and Nîmes, water from the aqueduct is deposited in a central settling tank within the city and dispersed from the settling tank to various destinations. I have analyzed the buildings, public and private, that had or would have required direct access to this water source and created water supply routes for each colony.

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Robertson, Abby Jane. "Quantifying stormwater pollutants and the efficacy of sustainable drainage systems on the R300 highway, Cape Town". Master's thesis, University of Cape Town, 2017. http://hdl.handle.net/11427/25514.

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Stormwater provides a direct link between urban infrastructure and the urbanised natural environment. In particular, highway drainage presents a high risk of pollution when compared to other urban land use areas (Ellis et al., 2012); introducing heavy metals, suspended solids and hydrocarbons to urban waterways. This research investigated runoff from the R300 highway, located in the greater Cape Town area. The City of Cape Town Management of Urban Stormwater Impacts Policy requires the treatment and attenuation of stormwater from developments within the city, and proposes Sustainable Drainage Systems (SuDS) as a means to achieve this (CSRM, 2009b). SuDS are structural and process controls that attenuate surface drainage, improve runoff water quality, provide amenity and deliver ecosystem services. This study characterized the R300 runoff through a sampling program and modelling exercise in order to provide an indication of the ability of SuDS to manage highway runoff in South Africa. Sediment and runoff samples were collected from the road surface and an undeveloped parcel of land adjacent to the highway. The sampling results showed that heavy metals, suspended solids and phosphorus are present in significantly greater concentrations in road runoff compared to rainwater from the same area. The concentration of aluminium, copper, lead, zinc and phosphorus exceed the Department of Water and Sanitation's water quality guidelines for aquatic ecosystems in excess of 1000%. The concentration of heavy metals, phosphorus and fats, oils and greases was significantly greater in road sediment compared to sediment from the surrounding area. Barring copper, all contaminant concentrations in the road surface sediment are less than the maximum concentration required to protect ecosystem health. The R300 rainfall-runoff response was modelled in PCSWMM to evaluate the performance of SuDS such as infiltration trenches, bioretention areas and swales for managing highway runoff in terms of quantity and quality. The modelling exercise showed SuDS to be a viable means to attain the City of Cape Town's stormwater objectives, provided that SuDS are implemented in treatment trains along the entire road length.

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Suever, Andrea. "Untapped Potential: Creating a Hydrologically Responsible Urban Environment". University of Cincinnati / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1490699269373902.

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O'Connor, Catherine L. (Catherine Leber). "Decentralized water treatment in urban India, and the potential impacts of reverse osmosis water purifiers". Thesis, Massachusetts Institute of Technology, 2016. http://hdl.handle.net/1721.1/106259.

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Thesis: S.M. in Engineering and Management, Massachusetts Institute of Technology, School of Engineering, System Design and Management Program, Engineering and Management Program, 2016.
Cataloged from PDF version of thesis.
Includes bibliographical references (pages 185-191).
The degrading water quality in India combined with reduced groundwater supplies and insufficient municipal water distribution has led to the adoption of household water purifiers across the country. These water purifiers are used to treat water for potable consumption (drinking and cooking), and include a range of technologies capable of treating contaminants found in municipal water, groundwater, or other supplemental sources. The purifiers vary in cost, and have varying levels of accessibility to different socio-economic groups. As of 2010, market studies estimated that water purifiers, and more specifically reverse osmosis (RO) units, had not yet achieved a high level of diffusion across India, though sales were projected to greatly increase. More recent studies found levels of adoption for RO purifiers in certain urban areas growing above 50%, much higher than the 10% or less of households relying primarily on groundwater. Interviews conducted in January 2016 confirmed that households with a municipal supply were treating their water with RO purifiers, so RO adoption has spread beyond homes with only groundwater as a source. Though increased RO system diffusion may increase access to improved water quality, the purifiers require a reject line that discards 30 to 80% of the input water. The waste generated can be substantial, and for an average RO recovery of 20% treating 5.0 liters per capita per day drinking water, total up to 100 liters per household per day, 82.2 megaliters per day (MLD) within the city of Delhi, or even 2,340 MLD across all major urban areas of India if complete adoption occurs within the top two socio-economic groups. These volumes can amount to a measurable fraction of the volume of groundwater that a city extracts to supplement its surface water supply, and the volume of wastewater that goes untreated due to insufficient infrastructure. Policy and technology-based alternatives such as a water efficiency ranking program and the replacement of RO with electrodialysis, a more efficient desalination technology, align with government initiatives calling for higher efficiency and public participation, though a combined program is likely needed to make household water treatment sustainable in the long-term.
by Catherine L. O'Connor.
S.M. in Engineering and Management

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Westrell, Therese. "Microbial risk assessment and its implications for risk management in urban water systems". Doctoral thesis, Linköping : Univ, 2004. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-4880.

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Qi, Cheng. "Systems Analysis for Urban Water Infrastructure Expansion with Global Change Impact under Uncertainties". Doctoral diss., University of Central Florida, 2012. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/5441.

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Over the past decades, cost-effectiveness principle or cost-benefit analysis has been employed oftentimes as a typical assessment tool for the expansion of drinking water utility. With changing public awareness of the inherent linkages between climate change, population growth and economic development, the addition of global change impact in the assessment regime has altered the landscape of traditional evaluation matrix. Nowadays, urban drinking water infrastructure requires careful long-term expansion planning to reduce the risk from global change impact with respect to greenhouse gas (GHG) emissions, economic boom and recession, as well as water demand variation associated with population growth and migration. Meanwhile, accurate prediction of municipal water demand is critically important to water utility in a fast growing urban region for the purpose of drinking water system planning, design and water utility asset management. A system analysis under global change impact due to the population dynamics, water resources conservation, and environmental management policies should be carried out to search for sustainable solutions temporally and spatially with different scales under uncertainties. This study is aimed to develop an innovative, interdisciplinary, and insightful modeling framework to deal with global change issues as a whole based on a real-world drinking water infrastructure system expansion program in Manatee County, Florida. Four intertwined components within the drinking water infrastructure system planning were investigated and integrated, which consists of water demand analysis, GHG emission potential, system optimization for infrastructure expansion, and nested minimax-regret (NMMR) decision analysis under uncertainties. In the water demand analysis, a new system dynamics model was developed to reflect the intrinsic relationship between water demand and changing socioeconomic environment. This system dynamics model is based on a coupled modeling structure that takes the interactions among economic and social dimensions into account offering a satisfactory platform. In the evaluation of GHG emission potential, a life cycle assessment (LCA) is conducted to estimate the carbon footprint for all expansion alternatives for water supply. The result of this LCA study provides an extra dimension for decision makers to extract more effective adaptation strategies. Both water demand forecasting and GHG emission potential were deemed as the input information for system optimization when all alternatives are taken into account simultaneously. In the system optimization for infrastructure expansion, a multiobjective optimization model was formulated for providing the multitemporal optimal facility expansion strategies. With the aid of a multi-stage planning methodology over the partitioned time horizon, such a systems analysis has resulted in a full-scale screening and sequencing with respect to multiple competing objectives across a suite of management strategies. In the decision analysis under uncertainty, such a system optimization model was further developed as a unique NMMR programming model due to the uncertainties imposed by the real-world problem. The proposed NMMR algorithm was successfully applied for solving the real-world problem with a limited scale for the purpose of demonstration.
ID: 031001428; System requirements: World Wide Web browser and PDF reader.; Mode of access: World Wide Web.; Adviser: Ni-Bin Chang.; Title from PDF title page (viewed June 24, 2013).; Thesis (Ph.D.)--University of Central Florida, 2012.; Includes bibliographical references (p. 120-131).
Ph.D.
Doctorate
Industrial Engineering and Management Systems
Engineering and Computer Science
Industrial Engineering

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Vachon, Matthieu. "Nantes' and Oslo's urban water systems: Assessing benefits from water-energy nexus interventions. : Report number D1-2012-36". Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for vann- og miljøteknikk, 2012. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-18716.

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In this thesis is investigated the water-energy nexus, the intricate relation that exists between water use in energy, and energy use in water. Indeed, literature review shows the importance of this relation and the necessity to reduce the impact from the water utility’s side, the influence at the heart of this work.To lead such a study, the cases of two cities, Nantes and Oslo have been explored. Oslo is the capital of Norway, inhabited by 560,000 people in 2007, the baseline year for the study. This city benefits from an important economic and demographics dynamics, as it is attractive to both Norwegians from outside Oslo and foreigners. Nantes Métropole is a conurbation of 24 towns around Nantes, the administrative capital of the Region Pays de la Loire in France. Its population of 590,000 in 2010 (baseline year for Nantes) and its position make it an economic and demographic centre.In these two cities, it was possible to develop a model of the urban water cycles systems, associating the identified material, water and energy flows to their energy contents and carbon emissions. Then was investigated the possibility to reduce the footprints of water consumption, a question that was answered by the forecast of future drivers, technologies, and trends.Energy consumption throughout the urban water system is respectively of 116 and 311 kWh/cap.year in Nantes and Oslo. This is far from the total energy used directly and indirectly by individuals in France or Norway. However, such values are by no means unimportant, with 2.19 kWh/m3 final consumption in Nantes versus 1.83 in Oslo. A direct consequence to this opposition is thus that it becomes possible not stop at the total figures per capita and rather split it up, in order to aim for improvement, either on the requirement per unit volume, or on consumption trends. The carbon footprints associated to the consumption of water in Nantes and Oslo can also be viewed as not extremely high with regards to other services, with 25 kg CO2e/cap.year in Nantes and 45.5 kg CO2e/cap.year in Oslo. However, carbon impacts related to the amount of energy used are quite high: 215 g CO2e/kWh for the French utility and 145 g CO2e/kWh for the Norwegian one, equivalent to fossil fuel electricity mixes. Indeed, water cycles depend on indirect energy flows such as chemicals, which rely on fossil resources.The other outcome of this work is based on the water utilities’ role: not only to produce water but also to clean wastewater. Thanks to policies and technologies, they are able to recover the useful resources: carbon, nitrogen and phosphorus, and the choice of use of these elements can offset a part of the energy used and carbon emitted.Such an element has great importance. Scenarios show that in a few years, up to two thirds of the energy used by the utilities could be offset, and several times their emissions in carbon as well, if the by-products (biogas and sludge) are used properly. In order to make the change effective, the utilities have access to a span of different measures to create impacts. Anaerobic wastewater treatment associated to biogas use as bus fuel, sludge use as fertiliser, are direct ways to offset emissions. Decentralisation of the water supply and rainwater harvesting are also major policy measures that can be implemented to decrease the reliance of UWCS on external resource.

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Witte, Brandt. "Reforming urban water supply systems in developing countries : a case study of Conakry, Guinea". Thesis, Massachusetts Institute of Technology, 1995. http://hdl.handle.net/1721.1/11145.

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Kizito, Frank. "Water supply management in an urban utility a prototype decision support framework /". Doctoral thesis, Stockholm : Skolan för arkitektur och samhällsbyggnad, Kungliga Tekniska högskolan, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-11900.

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Nambinga, Linekela Elias. "Review and gap analysis of Water Sensitive Urban Design (WSUD) in Windhoek, Namibia". Master's thesis, Faculty of Engineering and the Built Environment, 2019. http://hdl.handle.net/11427/30914.

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With an ever-increasing population and global warming, fresh water resources are nearing depletion resulting in a global water crisis. As a consequence, cases of drought have been reported worldwide especially in sub-Saharan Africa. In addition to climate change, urbanisation adds strain to infrastructure as well as water supply and the management of water resources. As a result, most developing countries are faced with a water management challenge. There is thus a need for a paradigm shift towards an Integrated Water Management (IWM) approach. Worldwide, countries have responded to the Integrated Urban Water Management (IUWM) concept through the implementation of various management strategies; with Water Sensitive Urban Design (WSUD) emerging from Australia. Some closely allied management strategies in response to IUWM emerged in the USA as Low-Impact Development (LID), in the UK as Sustainable Drainage Systems (SuDS), and in New Zealand as Low-Impact Urban Design and Development (LIUDD). Namibia is situated along the south-west coast of Africa and is considered the driest country in sub-Saharan Africa. It is characterised by a semi-arid environment, with more than 80% covered by desert or semi-desert. The country is regularly afflicted by drought and has fluctuating and unreliable rainfall patterns, often accompanied by high evaporation rates. The City of Windhoek, as the capital city, the biggest municipality and also the largest densely populated town in Namibia, is faced with an ever-increasing shortage of water for its inhabitants. For close to 50 years, the water scarcity situation has led to direct waste water reclamation for potable re-use in Windhoek. Other measures implemented by the City of Windhoek (CoW) towards IUWM include Water Demand Management (WDM), Managed Aquifer Recharge (MAR) and Water Conservation (WC). In order for Windhoek to transform into a Water Sensitive City, the implementation of WSUD is imperative. Although the CoW has implemented measures towards IUWM, more options still need to be explored in order to contribute to IUWM processes and to ultimately become a Water Sensitive City. This research was aimed at conducting a comprehensive review of existing WSUD practices within the CoW and identifying gaps pertaining to WSUD implementation. The research confirmed, via a review of relevant literature, that the implementation of WSUD mainly flourishes when documented policies and regulations drive implementation. To review WSUD implementation in the CoW, this study followed a qualitative research approach by gathering data via online questionnaires using the SurveyMonkey platform. To validate the survey outcomes, structured interviews were conducted with selected survey participants to gain more insight into the outcomes. For the data collection, the study targeted a sample of managers and specialists from the three departments within the CoW that deal with urban infrastructure design and planning. A 72% response rate was achieved. The study revealed that there was a general understanding and knowledge of WSUD concepts among all the CoW stakeholders involved in water management, planning and design. This was mostly due to their academic knowledge and sometimes via exposure to existing WSUD practices within the city. Water Demand Management, Water Recycling, and Voluntary Green Roofs and Rainwater Harvesting were identified as existing WSUD options currently practised within the CoW. The study identified lack of capacity, lack of knowledge, lack of management support, a fragmented approach, the absence of policies and legislation, and no perceived financial benefits as barriers to WSUD implementation within the CoW. Based on the above findings, the study recommended that the City of Windhoek address existing barriers to WSUD implementation, increase awareness of WSUD within the city, secure government funding and apply for carbon credits to upscale the implementation of WSUD.

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Ma, Jin. "Confronting the Water Crisis of Beijing Municipality in a Systems Perspective : Focusing on Water Quantity and Quality Changes". Thesis, KTH, Industriell ekologi, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-107780.

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In recent decades, water systems worldwide are under crisis due to excessive human interventions particularly in the arid and semi-arid regions. In many cities, the water quantity situation has become more and more serious, caused either by absolute water shortage or water pollution. Considering population growth and fast urbanization, ensuring adequate water supply with acceptable water quality is crucial to socio-economic development in the coming decades. In this context, one key point is to (re-)address various water problems in a more holistic way. This study explores the emerging water crisis events in Beijing Municipality so as to have a better understanding of water systems changes and to make more sustainable water-related decisions. The changes of water quantity and water quality in the region are analyzed in a systems perspective; and opportunities towards improved performance of Beijing’s water systems are discussed. In order to aid in water systems analysis, a conceptual framework is developed, with a focus on identifying the most important interactions of the urban water sector. The results of the study show that the emerging water crisis events in the Beijing region are caused by a variety of inter-related factors, both external and internal. The external factor is mainly the decreasing upstream surface water inflow into the Guanting and Miyun reservoirs. The internal factors include precipitation variation, excessive water withdrawals, increasing water demands for different purposes and a large amount of pollutants discharged to the receiving water bodies. These factors together have caused tremendous water systems changes in Beijing Municipality from both the water quantity and water quality perspectives. In order to alleviate the serious water situation in Beijing Municipality, many further efforts are required in the dynamic socioeconomic and ecological context. Although tremendous work has been carried out by water-related institutions to prevent flood and ensure water supply, water resources development, planning and management must be addressed employing systems thinking and in a more holistic way. This is crucial for balancing the tradeoffs of water quantity and water quality in the Beijing region. Besides the experimental inter-basin water transfer activities, water demand management and pollution reduction and prevention should be the top priority on the agenda of the Beijing government in the long term. Moreover, only at a river basin level may various upstream-downstream conflicts be alleviated by wiser water allocation among administrative regions, as well as taking the ecological water demand into consideration. Finally, considering the current water situation and water management system, the following three aspects of improvement are emphasized in the present study, including a promoted water centric value, institutional capacity building and employing economic principles for water resources management.

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Kilanko-Oluwasanya, Grace Olutope. "Better safe than sorry : towards appropriate water safety plans for urban self supply systems". Thesis, Cranfield University, 2009. http://dspace.lib.cranfield.ac.uk/handle/1826/4453.

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Self Supply Systems (SSS) can be defined as privately owned household level water sources. The research focus is on urban self supply hand dug wells in Abeokuta, Nigeria. Self supply wells serve an estimated 45% of Abeokuta’s population. SSS can be gradually upgraded to improve water quality, but water quality can also be improved through effective risk management. The World Health Organization (WHO) has developed a risk management tool known as Water Safety Plans (WSP), but the tool has not been tried for SSS. This research focuses on the relevance of the generic WHO water safety plans tool to SSS, with the aim to develop an appropriate water safety framework for self supply sources to ensure acceptable household water. Water from self supply wells is used for both ingestion and non-ingestion household activities. The water quality of the sources is poor and not safe for consumption with faecal coliform counts in excess of 100 cfu/100 ml of water. Self supply wells in Abeokuta are plagued by four main water safety threats; style of source operation – primarily through bucket and rope -, construction problems, proximity to sources of contamination, and user’s hygiene practices. Users are in denial of the health consequences of unsafe water. There is a predominantly reactive attitude to water safety management. The main source management approaches include access and hygiene management. To appropriate existing WSP to SSS, source and water safety control measures require user acceptability to be sustainable in terms of adoption and compliance. Incentives are needed for the adoption of SSS water safety plans. A two- phase supporting program is necessary: awareness and enlightenment campaigns and relevant training activities. Water safety development for self supply wells need to be initiated and coordinated by an established institution other than the source owners. This research suggests the Department of Public Health as the institution to facilitate the development of water safety plans for SSS in Abeokuta, Nigeria.

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Tanko, Michael John. "Urban Ferry Systems: Planning, Development and Use of Contemporary Water-Based Transit in Cities". Thesis, Griffith University, 2017. http://hdl.handle.net/10072/366444.

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Increasing population growth in urban areas has led to significant problems, stretching the limits of existing urban transportation systems. While once playing a critical role in transport in the early development of cities, water transport has since declined sharply in relevance with increases in bridges, tunnels and the widespread proliferation of automobiles. But land based mass transit systems are often reaching capacity. These issues have led to a resurgence of interest in the use of urban ferry services as transport corridors along currently underutilised waterways. Cities such as Brisbane, New York, London, Gothenburg and Bangkok have operating urban ferry systems which play an important role in the transport functions of each city. In order to provide a better understanding of the operation of water transport services, their wider impact and the implications for their inclusion in future city planning, this thesis investigates key issues for planning this form of transport.
Thesis (PhD Doctorate)
Doctor of Philosophy (PhD)
Griffith School of Environment
Science, Environment, Engineering and Technology
Full Text

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Pandit, Arka. "Resilience of urban water systems: an 'infrastructure ecology' approach to sustainable and resilient (SuRe) planning and design". Diss., Georgia Institute of Technology, 2014. http://hdl.handle.net/1853/53443.

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Increasing urbanization is a dominant global trend of the past few decades. For cities to become more sustainable, however, the infrastructure on which they rely must also become more efficient and resilient. Urban infrastructure systems are analogous to ecological systems because they are interconnected, complex and adaptive, are comprised of interconnected components, and exhibit characteristic scaling properties. Analyzing them together as a whole, as one would do for an ecological system, provides a better understanding about their dynamics and interactions, and enables system-level optimization. The adoption of this “infrastructure ecology” approach will result in urban development that costs less to build and maintain, is more sustainable (e.g. uses less materials and energy) and resilient, and enables a greater and more equitable creation of wealth and comfort. Resilience, or the capacity of a system to absorb shocks and perform under perturbations, can serve as an appropriate indicator of functional sustainability for dynamic adaptive systems like Urban Water Systems. This research developed an index of resilience (R-Index) to quantify the “full-spectrum” resilience of urban water systems. It developed five separate indices, namely (i) Index of Water Scarcity (IWS), (ii) Relative Dependency Index (RDI), (iii) Water Quality Index (WQI), (iv) Index of Network Resilience (INR), and (v) Relative Criticality Index (RCI), to address the criticalities inherent to urban water systems and then combines them to develop the R-Index through a multi-criteria decision analysis method. The research further developed a theoretical construct to quantify the temporal aspect of resilience, i.e. how quickly the system can return back to its original performance level. While there is a growing impetus of incorporating sustainability in decision making, frequently it comes at the cost of resilience. This is attributable to the fact that the decision-makers often lack a life-cycle perspective and a proven, consistent and robust approach to understand the tradeoff between increased resilience and its impact on sustainability. This research developed an approach to identify the sustainable and resilient (SuRe) zone of urban infrastructure planning and design where both sustainability and resilience can be pursued together.

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Schafer, Cynthia Anne. "Impact of Tank Material on Water Quality in Household Water Storage Systems in Cochabamba, Bolivia". Scholar Commons, 2010. http://scholarcommons.usf.edu/etd/3596.

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The importance of water as a mechanism for the spread of disease is well recognized. This study conducted household surveys and measured several physical, chemical, and microbial water quality indicators in 37 elevated storage tanks constructed of different materials (polyethylene, fiberglass, cement) located in a peri-urban community near Cochabamba, Bolivia. Results show that although there is no significant difference in physical and chemical water quality between polyethylene, fiberglass and cement water storage tanks there is a difference in microbial contamination as measured by E. Coli counts (p = 0.082). Evidence points toward elevated water temperatures that increase along the distribution system (from 10.6°C leaving the treatment plant) to within the black polyethylene storage tank (temperatures as high as 33.7°C) as the most significant factor in promoting bacterial growth. Results indicate that cleaning frequency may also contribute to microbial water quality (p = 0.102).

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Broekhuizen, Ico. "Uncertainties in rainfall-runoff modelling of green urban drainage systems : Measurements, data selection and model structure". Licentiate thesis, Luleå tekniska universitet, Arkitektur och vatten, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-73367.

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Green urban drainage systems are used to avoid flooding and damages to people and property, while limiting the downstream flooding and water quality problems caused by pipe-based drainage systems. Computer models are used to analyse and predict the performance of such systems for design and operation purposes. Such models are simplifications of reality and based on uncertain measured data, so uncertainties will be involved in the modelling process and its outcomes, which can affect the design and operation of these systems. These uncertainties have been investigated extensively for traditional pipe-based urban drainage systems, but not yet for green alternatives. Therefore, the overall objective of this thesis is to contribute to improved applicability and reliability of computer models of green urban drainage systems. Specifically, the thesis aims to (1) improve understanding of the uncertainties arising from (a) model structure and (b) calibration data selection, (2) evaluate two alternative calibration methods for green urban drainage models, (3) discuss desirable structural features in urban drainage models, and (4) evaluate several sensors for hydrometeorological measurements in urban catchments. The effects of model structure uncertainty were investigated using long-term simulations of synthetic catchments with varying soil types and depths for three different models. First, it was found that surface runoff could be a significant part of the annual water balance in all three models, depending on the soil type and depth considered. Second, differences were found in how sensitive the different models were to changes in soil type and depth. Third, the variation between different models was often large compared to the variation between different soil types. Fourth, the magnitude of inter-annual and inter-event variation varied between the models. Overall, the findings indicate that significant differences may occur in urban drainage modelling studies, depending on which model is used, and this may affect the design or operation of such systems. The uncertainty from calibration data selection was investigated primarily by calibrating both a low- and high-resolution stormwater model using different sets of events. These event sets used different rainfall-runoff statistics to rank all observed events before selecting the top six for use in calibration. In addition, they varied by either calibrating all parameters simultaneously, or by calibrating parameters for impervious and pervious surfaces separately. This last approach sped up the calibration process. In the validation period the high-resolution models performed better than their low-resolution counterparts and the two-stage calibrations matched runoff volume and peak flows better than single-stage calibrations. Overall, the way in which the calibration events are selected was shown to have a major impact on the performance of the calibrated model. Calibration data selection was also investigated by examining different ways of including soil water content (SWC) observations in the calibration process of a model of a swale. Some model parameters could be identified from SWC, but not from outflow observations. Including SWC in the model evaluation affected the precision of swale outflow predictions. Different ways of setting initial conditions in the model (observations or an equilibrium condition) affected both of these findings. The precipitation sensors used in this thesis showed generally satisfactory performance in field calibration checks. Different types of precipitation sensors were associated with different requirements for maintenance and data acquisition. Sensors for sewer pipe flow rates showed good agreement with a reference instrument in the laboratory, as long as installation conditions were good. Higher pipe slopes and upstream obstacles lead to larger measurement errors, but this last effect was reduced by increasing water levels in the pipe. Sensor fouling was a source of errors and gaps in field measurements, showing that regular maintenance is required. The findings show that the evaluated flow sensors can perform satisfactorily, if measurement sites are carefully selected.
Reliable modeling of green infrastructure in green urban catchments
Assessment and modeling of green infrastructure for urban catchments

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Brettle, Matthew John. "Sedimentology and high-resolution sequence stratigraphy of shallow water delta systems in the early Marsdenian (Namurian) Pennine Basin, Northern England". Thesis, University of Liverpool, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.367677.

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Leduc, Meagan. "Seasonal Water Column Dynamics Exert Strong Control On The Chemical Partitioning Of Benthic Phosphorus Pools Of Shallow Eutrophic Freshwater Systems". ScholarWorks @ UVM, 2020. https://scholarworks.uvm.edu/graddis/1183.

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In shallow lake systems, phosphorus (P) availability to cyanobacteria populations is often controlled by the release (internal loading) or sequestration of sediment P. This study provides novel insight into the feedbacks between the water column and benthic P pools across multiple time scales and explain how these dynamics influence chemical partitioning of P in lake sediment. Phosphorus partitioning in seasonal sediment core time series collected from a shallow eutrophic bay of Lake Champlain were quantified with SEDEX and enzyme hydrolysis selective extraction schemes. Time series extraction data were interpreted with concurrent water column physical and biogeochemical monitoring data to examine the relationship between water column dynamics and P partitioning of near-surface sediments in this intensively monitored system. Nonmetric multidimensional scaling analysis (NMDS) indicates that both sediment and water column time series cluster seasonally, linking water column variables such as pH, thermal stratification, and dissolved oxygen concentrations to the behavior of sediment P pools over the course of a year. Iron (FeP), exchangeable (Ex-P), calcium carbonate bound P (Ca-P) pools, and enzyme labile P were highly dynamic, especially in spring and summer. The SEDEX concentration data indicated that the sediment was mainly composed of inorganic bound P (De-P), but FeP and Ex-P pools proportionally varied most between sampling dates. Remarkably, while highly dynamic on an intra-annual timescale, the sediment ultimately returned to similar P concentration and chemical partitioning by late fall. The hysteretic nature of this interaction between water column dynamics and sediment P inventory/partitioning was clearly driven by systematic seasonal changes in water column physical, chemical, and ecological conditions governed by northern Vermont’s climate and the physical configuration of the bay and its watershed. This study provides novel insight into the unique challenges associated with improving water quality in lake systems impacted by internal loading of legacy P.

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Beasley, Sydney Brooks. "Implementing water and sanitation systems in rural India : the role of NGOs". Thesis, Massachusetts Institute of Technology, 2018. http://hdl.handle.net/1721.1/118264.

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Thesis: M.C.P., Massachusetts Institute of Technology, Department of Urban Studies and Planning, 2018.
Thesis: S.M. in Technology and Policy, Massachusetts Institute of Technology, School of Engineering, Institute for Data, Systems, and Society, 2018..
Cataloged from PDF version of thesis.
Includes bibliographical references (pages 91-93).
NGOs are an important actor in rural India, and are increasingly important in implementing water and sanitation infrastructure. This thesis first systematically investigates physical conditions that lead to good bacteriological water quality in rural India, and then investigates how NGOs are inserting themselves into this space. Ultimately, this work examines under what conditions NGOs are effective in advancing water and sanitation systems, with a focus on how they build up, empower, and utilize local community organizations to do so. Thus, the strategies of two NGOs working in rural India that have facilitated the implementation of water and sanitation infrastructure are analyzed using an extension of Field Theory by Asad & Kay (2014). The way these NGOs create alliances, use resources, and change frames to advance water and sanitation infrastructure are similar in some ways, while distinct in others. This analysis demonstrates that these organizations are able to harmonize and negotiate their development agenda with that of the state in order to make progress in water and sanitation systems. Combining a systems analysis of rural communities' water quality with an analysis of strategies of NGOs illuminates practical implications for how policymakers can expect these organizations to incorporate new technologies and policies.
by Sydney Brooks Beasley.
M.C.P.
S.M. in Technology and Policy

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Karabulut, Dogan Ozge. "Monitoring Of Water Clarity, And Submerged And Emergent Plant Coverages In Shallow Lake Wetlands Using Remote Sensing Techniques". Master's thesis, METU, 2007. http://etd.lib.metu.edu.tr/upload/12608235/index.pdf.

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Shallow lake wetlands, for which aquatic plants (macrophytes) and water clarity are the key indicators of ecological status, provide valuable services to wildlife and humanity. Conservation of these ecosystems requires development of rapid and large scale monitoring strategies, where remote sensing and Geographic Information Systems (GIS) can be advantageous. In this study, high spatial resolution Quickbird and IKONOS and medium spatial resolution Landsat and Aster images were used for monitoring the aquatic plants and water clarity in Lakes Mogan and Eymir. Classification of emergent plants with high spatial resolution data yielded overall accuracies greater than 90% for both lakes, while overall accuracies obtained from the medium spatial resolution data ranged between 80% and 93% for Lake Mogan and between 70% and 78% for Lake Eymir. It was found that there was 23ha reed bed loss in Lake Mogan between 2002 and 2005 and an additional 14ha was lost between 2005 and 2006. In Lake Eymir, no significant change in reed bed area was detected from high spatial resolution images
however medium spatial resolution images revealed 8ha of change which was attributed to the presence of mixed pixels due to low resolution. The overall accuracies for submerged plant coverage classification from Quickbird images in Lake Mogan were 83% (2005) and 79% (2006) and for classification of submerged plants species were 72% (2005) and 69% (2006). Moreover, it was found that blue band together with the ratio of red band to blue band, were the best predictors of Secchi disc depth.

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Kizito, Frank. "Development of Decision Support Tools for Urban Water Supply Management in Uganda". Licentiate thesis, Stockholm : Mark- och vattenteknik, Land and Water Resource Engineering, Kungliga Tekniska högskolan, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-4803.

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Ay, Ahmet. "An Experimental Study Of Silicate-polymer Gel Systems To Seal Shallow Water Flow And Lost Circulation Zones In Top Hole Drilling". Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614813/index.pdf.

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Shallow water flow and lost circulation are frequently encountered problems during drilling top holes of oil, gas or geothermal wells. Plenty of methods have been applied to overcome these problems. Placement of silicate based gel systems is one of the oldest methods to seal such undesired zones. For this study, sodium-silicate based gel system is investigated experimentally. This gel system is deliberately delayed multi-component system mixed as a uniform liquid at the surface but desired to form strong gel where it is placed in the well. The experimentally analyzed system is composed of distilled water, sodium-silicate solution, polymer solution, lost circulation materials, weighting agent and organic initiator. In this study, effect of these components on gel time, gel quality and gel strength at room temperature is investigated as a function of their concentration. To be able to compare gelation time of different compositions, gel time tests were performed by following the developed method in this study. Observation codes were defined to be able to compare the gel qualities of different compositions. For gel time and quality tests, sodium-silicate concentrations from 3.5% to 15% were studied and the concentrations between 7.5% and 10% were found as optimum. Gel time is getting higher as silicate-initiator ratio (SIR) increases for these optimum concentrations. It was also determined that, addition of polymers reduces the gel time and increases the elasticity of the resulting gels. Long term gelation process was investigated by monitoring turbidity (NTU) of the mixtures and plotting NTU versus time curves. Viscosity development curves obtained from rotational viscometer at various constant shear rates indicated reduced gelation times with increasing shear rate. Furthermore, by using modified High-Pressure, High-Temperature filter press cell, it was determined that, addition of lost circulation materials increases the extrusion pressure.

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Sollich, Miriam [Verfasser], Solveig [Akademischer Betreuer] Bühring, Solveig [Gutachter] Bühring i Eoghan [Gutachter] Reeves. "Exploring the lipidomes of shallow-water and deep-sea hydrothermal systems / Miriam Sollich ; Gutachter: Solveig Bühring, Eoghan Reeves ; Betreuer: Solveig Bühring". Bremen : Staats- und Universitätsbibliothek Bremen, 2018. http://d-nb.info/1170321070/34.

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Delano, Kristen Adams. "Metapopulation Dynamics, Habitat Quality, and Spatial Scale: Variation in Reproductive Output of the Baltic Clam, Macoma balthica, in Shallow Systems of the Chesapeake Bay". W&M ScholarWorks, 2004. https://scholarworks.wm.edu/etd/1539617825.

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