Academic literature on the topic 'Water sensitive urban design WSUD'

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Journal articles on the topic "Water sensitive urban design WSUD"

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Ulfiana, Desyta, Novia Sari Ristianti, Nurhadi Bashit, and Yudi Eko Windarto. "Permeable Paving Block System to Support the Water Sensitive Urban Design Concept in Kecamatan Bayat Kabupaten Klaten." MEDIA KOMUNIKASI TEKNIK SIPIL 28, no. 1 (July 29, 2022): 90–98. http://dx.doi.org/10.14710/mkts.v28i1.43103.

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Flood and drought conditions due to the global crisis occurred in Bayat District, Klaten Regency. This is due to the rural characteristics of the area, where land has been converted from forest to agricultural land and settlements. This condition causes rainwater cannot infiltrate into the ground, thereby increasing runoff and reducing groundwater reserves. Therefore, the concept of Water Sensitive Urban Design (WSUD) is applied to this location to reduce the risk of water disasters. One of the WSUD technologies that can be applied is the permeable paving block system. This system can help infiltrate water to the ground thereby reducing runoff that causes flooding and storing water to replenish groundwater reserves. The design is planned in the pilot area of Jotangan and Krikilan Villages, Bayat District by applying a partial exfiltration pavement system. The structural design of the pavement layers is in the form of a permeable paving block with a compressive strength of 21.29 MPa with a thickness of 10 cm, a bedding layer of 6 cm, an open-graded base of 18 cm, and a drain pipe with a capacity of 3,78 mm/hour. The permeable paving block system in the WSUD pilot area can reduce runoff by 62.64%.
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Irvine, Kim, Bing Han Choy, Lloyd HC Chua, Jarrod Gaut, Huu Loc Ho, and Nij Tontisirin. "Hedonic Pricing to Monetize Ecosystem Services Provided by Water Sensitive Urban Design: A Comparison of Geelong, Australia and Singapore." Nakhara : Journal of Environmental Design and Planning 19 (December 31, 2020): 59–78. http://dx.doi.org/10.54028/nj2020195978.

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Water Sensitive Urban Design (WSUD) features increasingly are used for urban water management, green urban design, and improved community liveability, but relatively less data are available on the ecosystem services that WSUD provides. We used hedonic pricing, supported by qualitative surveys, in Geelong, Australia and Singapore, to evaluate benefits related to large WSUD features. For both locations there was a significant (α=0.05) inverse relationship between sale price of a residence and distance to the WSUD features. Qualitative surveys corroborated the hedonic pricing analysis, as a majority of people appreciated benefits accrued from living near WSUD features.
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Ulfiana, Desyta, Yudi Eko Windarto, Nurhadi Bashit, and Novia Sari Ristianti. "Analysis of Flood Vulnerability as a Support to Water Sensitive Urban Design Planning in Klaten Regency." MEDIA KOMUNIKASI TEKNIK SIPIL 26, no. 2 (February 2, 2021): 183–93. http://dx.doi.org/10.14710/mkts.v26i2.31929.

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Klaten Regency is one of the regions that has a high level of flood vulnerability. The area of Klaten Regency which is huge and has diverse characteristics makes it difficult to determine an appropriate flood management model. Water Sensitive Urban Design (WSUD) is a model that focuses on handling water management problems with environmentally friendly infrastructure. Therefore, an analysis is carried out to determine the level of flood vulnerability and factors causing flooding to plan a WSUD design that is suitable for each sub-districts of Klaten Regency. The Analytical Hierarchy Process (AHP) and Technique for Order Preference by Similarity to Ideal Solution (TOPSIS) methods are used to help the analysis. Aspects used as criteria are rainfall, slope, soil type, geological conditions, and land use. Based on the analysis, it could be concluded that Klaten Regency has two sub-districts with high flood hazard category, 21 sub-districts with medium category, and three sub-districts with low category. Bayat and Cawas are sub-districts that have a high level of flood vulnerability category. Meanwhile, Kemalang, Karangnongko and Polanharjo are districts with a low level of flood vulnerability category. The main factors causing flooding in Klaten Regency are slope and land use.
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Bach, Peter Marcus, David T. Mccarthy, and Ana Deletic. "Can we model the implementation of water sensitive urban design in evolving cities?" Water Science and Technology 71, no. 1 (December 2, 2014): 149–56. http://dx.doi.org/10.2166/wst.2014.464.

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This study showcases the dynamic simulation capabilities of the Urban Biophysical Environments And Technologies Simulator (UrbanBEATS) on a Melbourne catchment. UrbanBEATS simulates the planning, design and implementation of water sensitive urban design (WSUD) infrastructure in urban environments. It considers explicitly the interaction between urban and water infrastructure planning through time. The model generates a large number of realizations of different WSUD interventions and their evolution through time based on a user-defined scenario. UrbanBEATS' dynamics was tested for the first time on a historical case study of Scotchman's Creek catchment and was trained using historical data (e.g. planning documents, narratives, urban development and societal information) to adequately reproduce patterns of uptake of specific WSUD technologies. The trained model was also used to explore the implications of more stringent future water management objectives. Results highlighted the challenges of meeting this legislation and the opportunities that can be created through the mix of multiple spatial scales.
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Urrutiaguer, M., S. Lloyd, and S. Lamshed. "Determining water sensitive urban design project benefits using a multi-criteria assessment tool." Water Science and Technology 61, no. 9 (May 1, 2010): 2333–41. http://dx.doi.org/10.2166/wst.2010.045.

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The integration of urban water cycle management with urban planning and design is referred to as ‘Water Sensitive Urban Design’ or ‘WSUD’ in Australia; one of the key elements of WSUD is the management of urban stormwater. In early 2006, the Victorian Government released the Yarra River Action Plan, which allocated $20 million towards tackling urban stormwater pollution. To help ensure this money is allocated in an equitable and transparent manner across all metropolitan local governments a multi-criteria assessment tool has been developed. This paper presents an overview of the multi-criteria assessment tool developed and adopted for selecting WSUD projects that are eligible for funding through Melbourne Water's Stormwater Program. This tool considers three types of indicators: environmental, engagement (engagement with stakeholders and local government capacity building) and financial. Within each category, a series of indicators of different weightings are applied to score a project. Where initial concept designs do not meet the Program criteria, additional work is undertaken to refine and improve the project. The tool and its use are illustrated with a case study.
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Wella-Hewage, Chathurika Subhashini, Guna Alankarage Hewa, and David Pezzaniti. "Can water sensitive urban design systems help to preserve natural channel-forming flow regimes in an urbanised catchment?" Water Science and Technology 73, no. 1 (September 8, 2015): 78–87. http://dx.doi.org/10.2166/wst.2015.464.

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Increased stormwater runoff and pollutant loads due to catchment urbanisation bring inevitable impacts on the physical and ecological conditions of environmentally sensitive urban streams. Water sensitive urban design (WSUD) has been recognised as a possible means to minimise these negative impacts. This paper reports on a study that investigated the ability of infiltration-based WSUD systems to replicate the predevelopment channel-forming flow (CFF) regime in urban catchments. Catchment models were developed for the ‘pre-urban’, ‘urban’ and ‘managed’ conditions of a case study catchment and the hydrological effect on CFF regime was investigated using a number of flow indices. The results clearly show that changes to flow regime are apparent under urban catchment conditions and are even more severe under highly urbanised conditions. The use of WSUD systems was found to result in the replication of predevelopment flow regimes, particularly at low levels of urbanisation. Under highly urbanised conditions (of managed catchments) overcontrol of the CFF indices was observed as indicated by flow statistics below their pre-urban values. The overall results suggest that WSUD systems are highly effective in replicating the predevelopment CFF regime in urban streams and could be used as a means to protect environmentally sensitive urban streams.
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Coutts, Andrew M., Nigel J. Tapper, Jason Beringer, Margaret Loughnan, and Matthias Demuzere. "Watering our cities." Progress in Physical Geography: Earth and Environment 37, no. 1 (November 6, 2012): 2–28. http://dx.doi.org/10.1177/0309133312461032.

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Urban drainage infrastructure is generally designed to rapidly export stormwater away from the urban environment to minimize flood risk created by extensive impervious surface cover. This deficit is resolved by importing high-quality potable water for irrigation. However, cities and towns at times face water restrictions in response to drought and water scarcity. This can exacerbate heating and drying, and promote the development of unfavourable urban climates. The combination of excessive heating driven by urban development, low water availability and future climate change impacts could compromise human health and amenity for urban dwellers. This paper draws on existing literature to demonstrate the potential of Water Sensitive Urban Design (WSUD) to help improve outdoor human thermal comfort in urban areas and support Climate Sensitive Urban Design (CSUD) objectives within the Australian context. WSUD provides a mechanism for retaining water in the urban landscape through stormwater harvesting and reuse while also reducing urban temperatures through enhanced evapotranspiration and surface cooling. Research suggests that WSUD features are broadly capable of lowering temperatures and improving human thermal comfort, and when integrated with vegetation (especially trees) have potential to meet CSUD objectives. However, the degree of benefit (the intensity of cooling and improvements to human thermal comfort) depends on a multitude of factors including local environmental conditions, the design and placement of the systems, and the nature of the surrounding urban landscape. We suggest that WSUD can provide a source of water across Australian urban environments for landscape irrigation and soil moisture replenishment to maximize the urban climatic benefits of existing vegetation and green spaces. WSUD should be implemented strategically into the urban landscape, targeting areas of high heat exposure, with many distributed WSUD features at regular intervals to promote infiltration and evapotranspiration, and maintain tree health.
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Fryd, O., A. Backhaus, H. Birch, C. F. Fratini, S. T. Ingvertsen, J. Jeppesen, T. E. Panduro, M. Roldin, and M. B. Jensen. "Water sensitive urban design retrofits in Copenhagen – 40% to the sewer, 60% to the city." Water Science and Technology 67, no. 9 (May 1, 2013): 1945–52. http://dx.doi.org/10.2166/wst.2013.073.

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Water Sensitive Urban Design (WSUD) is emerging in Denmark. This interdisciplinary desk study investigated the options for WSUD retrofitting in a 15 km2 combined sewer catchment area in Copenhagen. The study was developed in collaboration with the City of Copenhagen and its water utility, and involved researchers representing hydrogeology, sewer hydraulics, environmental chemistry/economics/engineering, landscape architecture and urban planning. The resulting catchment strategy suggests the implementation of five sub-strategies. First, disconnection is focused within sites that are relatively easy to disconnect, due to stormwater quality, soil conditions, stakeholder issues, and the provision of unbuilt sites. Second, stormwater runoff is infiltrated in areas with relatively deep groundwater levels at a ratio that doesn't create a critical rise in the groundwater table to the surface. Third, neighbourhoods located near low-lying streams and public parks are disconnected from the sewer system and the sloping terrain is utilised to convey runoff. Fourth, the promotion of coherent blue and green wedges in the city is linked with WSUD retrofits and urban climate-proofing. Fifth, WSUD is implemented with delayed and regulated overflows to the sewer system. The results are partially adopted by the City of Copenhagen and currently under pilot testing.
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Den, Sheryl, Onni S. Selaman, and Darrien Y. S. Mah. "Society Awareness and Acceptance on the Concepts of Water Sensitive Urban Drainage Design (WSUD) in Sarawak." Journal of Civil Engineering, Science and Technology 5, no. 2 (September 1, 2014): 16–21. http://dx.doi.org/10.33736/jcest.134.2014.

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Water Sensitive Urban Design (WSUD) is a green approach to land development. Since introduced, the approach had been in practice in Peninsular Malaysia and Sabah, but not in favor yet in Sarawak. This study aims to identify Sarawak’s society awareness and acceptance on the WSUD approach. Surveys are being distributed to respondents with engineering and non-engineering background. Scenarios involving five WSUD approaches, namely: (i) Swale Underground Drain; (ii) Rainwater Underground Storage; (iii) Dry Detention Pond; (iv) Porous Pavement; and (v) Infiltration Trench, are being presented to the respondents. At the initial stage of the survey, only 29% of respondents with Civil Engineering background and 20% of respondent without Civil Engineering background recognize the concept but after being exposed to some WSUD approaches throughout the survey 99% of both respondents with and without Civil Engineering background agrees that the approach is beneficial and should be encouraged in Sarawak.
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Henrichs, M., J. Langner, and M. Uhl. "Development of a simplified urban water balance model (WABILA)." Water Science and Technology 73, no. 8 (January 14, 2016): 1785–95. http://dx.doi.org/10.2166/wst.2016.020.

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During the last decade, water sensitive urban design (WSUD) has become more and more accepted. However, there is not any simple tool or option available to evaluate the influence of these measures on the local water balance. To counteract the impact of new settlements, planners focus on mitigating increases in runoff through installation of infiltration systems. This leads to an increasing non-natural groundwater recharge and decreased evapotranspiration. Simple software tools which evaluate or simulate the effect of WSUD on the local water balance are still needed. The authors developed a tool named WABILA (Wasserbilanz) that could support planners for optimal WSUD. WABILA is an easy-to-use planning tool that is based on simplified regression functions for established measures and land covers. Results show that WSUD has to be site-specific, based on climate conditions and the natural water balance.
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Dissertations / Theses on the topic "Water sensitive urban design WSUD"

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Fumero, Andrea. "Water Sensitive Urban Design (WSUD) as a climate adaptation strategy." Thesis, KTH, Urbana och regionala studier, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-278524.

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“Global floods and extreme rainfall events have surged by more than 50% in the past decade and recent studies show that they are occurring four times higher than in 1980” (Neslen, 2018). At the same time, the urban population is rising. Today, 55% of the world’s population lives in urban areas and it is estimated to increase to 70% by 2050 (United Nations, 2018). This expansion of urbanized areas is correlated with the increase of impermeable surfaces that, in case of extreme weather events, are not able to drain the water efficiently. The rainfall-runoff is channelled from roads, parking lots, buildings, and other impervious surfaces to storm drains and sewers that cannot handle the volume. The high ratio of impermeable surfaces and the increased extreme rainfall events cause severe environmental, social, economical problems in urban areas. Merely technical and engineering solutions are no sufficient, therefore a new approach that can maintain and adapt the natural water cycle inside the urban areas is needed. Ecosystem services and resilience thinking have become key principles in adaptation strategies at different levels, from international policies (e.g. Sustainable Development Goals) to local actions (e.g. Copenhagen adaptation plan 2015) and design (e.g. climate resilient San Kjeld in Copenhagen). In this scenario, the design approach of Water Sensitive Urban Design (WSUD) aims to promote resilience at the local level by managing stormwater, encouraging the defence of the aesthetic value of green and blue areas. WSUD is a multidisciplinary approach that involves water management, urban planning, architecture, and landscape design. The main idea of WSUD is that sustainable stormwater systems should be beautiful, meaningful, and educational (Echols, 2007). This master thesis explores the concept of Water Sensitive Urban Design and its application in the cities of Copenhagen, Malmö and Rotterdam. The case study of PHVision in Heidelberg, Germany, is analysed from the concept of WSUD. Design improvements are suggested stemming from the analysed European examples and the theoretical background.
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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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Parker, Nathaniel Ryan. "Assessing the effectiveness of water sensitive urban design in Southeast Queensland." Thesis, Queensland University of Technology, 2010. https://eprints.qut.edu.au/34119/1/Nathaniel_Parker_Thesis.pdf.

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Water Sensitive Urban Design (WSUD) systems have the potential mitigate the hydrologic disturbance and water quality concerns associated with stormwater runoff from urban development. In the last few years WSUD has been strongly promoted in South East Queensland (SEQ) and new developments are now required to use WSUD systems to manage stormwater runoff. However, there has been limited field evaluation of WSUD systems in SEQ and consequently knowledge of their effectiveness in the field, under storm events, is limited. The objective of this research project was to assess the effectiveness of WSUD systems installed in a residential development, under real storm events. To achieve this objective, a constructed wetland, bioretention swale and a bioretention basin were evaluated for their ability to improve the hydrologic and water quality characteristics of stormwater runoff from urban development. The monitoring focused on storm events, with sophisticated event monitoring stations measuring the inflow and outflow from WSUD systems. Data analysis undertaken confirmed that the constructed wetland, bioretention basin and bioretention swale improved the hydrologic characteristics by reducing peak flow. The bioretention systems, particularly the bioretention basin also reduced the runoff volume and frequency of flow, meeting key objectives of current urban stormwater management. The pollutant loads were reduced by the WSUD systems to above or just below the regional guidelines, showing significant reductions to TSS (70-85%), TN (40-50%) and TP (50%). The load reduction of NOx and PO4 3- by the bioretention basin was poor (<20%), whilst the constructed wetland effectively reduced the load of these pollutants in the outflow by approximately 90%. The primary reason for the load reduction in the wetland was due to a reduction in concentration in the outflow, showing efficient treatment of stormwater by the system. In contrast, the concentration of key pollutants exiting the bioretention basin were higher than the inflow. However, as the volume of stormwater exiting the bioretention basin was significantly lower than the inflow, a load reduction was still achieved. Calibrated MUSIC modelling showed that the bioretention basin, and in particular, the constructed wetland were undersized, with 34% and 62% of stormwater bypassing the treatment zones in the devices. Over the long term, a large proportion of runoff would not receive treatment, considerably reducing the effectiveness of the WSUD systems.
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Mangangka, Isri Ronald. "Role of hydraulic factors in constructed wetland and bioretention basin treatment performance." Thesis, Queensland University of Technology, 2013. https://eprints.qut.edu.au/63054/1/Isri%20Ronald_Mangangka_Thesis.pdf.

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This research project contributed to the in-depth understanding of the influence of hydrologic and hydraulic factors on the stormwater treatment performance of constructed wetlands and bioretention basins in the "real world". The project was based on the comprehensive monitoring of a Water Sensitive Urban Design treatment train in the field and underpinned by complex multivariate statistical analysis. The project outcomes revealed that the reduction in pollutant concentrations were consistent in the constructed wetland, but was highly variable in the bioretention basin to a range of influential factors. However, due to the significant amount retention within the filter media, all pollutant loadings were reduced in the bioretention basin.
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Smith, Kerry W. S. "Development of a transitioning approach to reduce surface water volumes in combined sewer systems." Thesis, Abertay University, 2016. https://rke.abertay.ac.uk/en/studentTheses/b7c5021f-2efe-421a-b32f-0ac3161fc511.

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The overarching goal of this research is to establish a successful forum for a transition from the existing paradigm of managing wastewater infrastructure to a more sustainable paradigm that achieves a more efficient utilisation of wastewater assets. A transitioning approach to support a more efficient utilisation of surface water and wastewater assets and infrastructure is proposed and developed. The determined transitioning approach possesses key stages namely developing the arena, developing the agenda, case study, and monitoring. The case study stage investigates a drainage utility identifying their improvement drivers, the removal of surface water through detailed drainage modelling and the financial examination of the costs incurred under the various scenarios conducted. Understanding the implications of removing/attenuating surface water from the network is improved through obtaining data by detailed drainage modelling. Infoworks software is used to investigate and assess the current and future operational scenarios of a wastewater system operating over one calendar year. Modelling scenarios were conducted removing surface water from selected areas focusing on the volumes requiring pumping and durations of pumping station(s) operation prior to treatment during storm conditions. The financial implication of removing surface water in combined sewer systems is examined in three main components. Firstly the costs of electricity incurred at the single sewage pumping station (SPS) investigated during the various scenarios modelled require to be addressed. Secondly the costs to retrofit sustainable urban drainage system (SUDS) solutions needs to be identified. Thirdly the implications of removing surface water for the drainage utility at the national level and the potential saving for householder’s committing to a surface water disconnection rebate scheme. When addressed at the macro level i.e., with over 2,100 pumping stations, some operating in sequence and contained within one drainage utility annually treating 315,360 megalitres the significance of the same multiple quantifiable and intangible benefits becomes amplified. The research aims, objectives and findings are presented to the identified and convened stakeholders. The transitioning approach developed encourages positive discourse between stakeholders. The level of success of the transitioning approach determined is then tested using a quantitative methodology through the completion of questionnaires. From the questionnaires completed the respondents unanimously agreed that surface water flows should be removed as well as reduced from the combined sewer system. The respondents agreed that the removal of surface water from a typical combined sewer system is justified by applying a transitioning approach focusing on the energy consumption required to pump increased volumes during storm events. This response is significant based upon the economic evidence and is contrary to the respondents previous position that finance was their most influencing factor. When provided with other potentially available benefits the respondents were even more supportive of the justification to remove surface water from the combined sewer system. The combined findings of the work presented in this thesis provide further justification that the transitioning approach applied to the removal of surface water from a typical combined sewer system, as determined in this research has been successful.
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Rasheed, Ashiq Mohamed. "Adaptation of water sensitive urban design to climate change." Thesis, Queensland University of Technology, 2018. https://eprints.qut.edu.au/122960/1/Ashiq%20Mohamed_Rasheed_Thesis.pdf.

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This research developed mathematical models to generate reliable future rainfall data in small spatial and temporal scales, and used them to estimate future floods and water quality scenarios. Outcomes of the study suggested a substantial increase in the occurrences and the extent of future floods and the amount of pollutant that they carry. Outcomes will be highly valued in future-proofing urban flood mitigation measures and water sensitive urban design infrastructure.
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Lottering, Naomey Olive. "The extent of water sensitive urban design in the George municipality." Thesis, Stellenbosch : Stellenbosch University, 2011. http://hdl.handle.net/10019.1/17848.

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Thesis (MA)--Stellenbosch University, 2011.
ENGLISH ABSTRACT: This study investigated the extent of Water Sensitive Urban Design activities in the George municipality in the Western Cape Province, in South Africa. Water resource management in urban areas worldwide had become unsustainable with the widespread implementation of outsized infrastructure, environmental degradation and overuse of natural resources. The result was a concept called Integrated Urban Water Management (IUWM). IUWM encapsulates the entire water cycle from rainwater to surface water, groundwater and wastewater, as part of urban water management, and not as separate entities. There was worldwide response to IUWM, with the USA formulating Low-Impact Development (LID), the UK designing their Sustainable Urban Drainage System (SUDS), and New Zealand articulating Low Impact Urban Design and Development (LIUDD), all to improve urban water resource management. Australia responded with Water Sensitive Urban Design (WSUD). WSUD explores the design and planning of water infrastructural development in an urban setting, vital in Australian cities which experience continuous severe water shortage conditions. The WSUD approach aims to influence design and planning from the moment rainwater is captured in dams, treated, and reticulated to consumers, to the point of wastewater re-use, as well as stormwater use. Various techniques are specified as part of the WSUD approach namely: the installation of greenroofs, demand reduction techniques, stormwater management and the re-use of treated wastewater for irrigation and fire-fighting. These WSUD activities can be implemented from large-scale efforts with whole suburbs working together to manage stormwater by construction of wetlands, as well as small-scale change in design and planning, e.g., with household rainwater tank installation for irrigation and toilet flushing. With South Africa’s progressive legislation at a national, provincial and local municipal level, various WSUD activities can be implemented to aid and guide municipalities. The study aimed to investigate what type of WSUD activities the George municipality has implemented, and to what extent the activities had an impact on water consumption, since the drought in 2009. The reasons behind any lack of implementation were also explored. Proof of only eight WSUD activities implementation could be found. Water debtors’ data and bulk water data was sourced in order to determine the effect of the eight WSUD activities on water consumption. Bulk meter data could however not be used to correlate with the debtors’ data since readings from many bulk meters had not been recorded. Debtors’ data did prove however that the WSUD activities had a short-term impact on water consumption in the suburbs where it was implemented. The reasons given for non-implementation were not satisfactory. Recommendations are that the municipality should focus on better planning and implementation of diverse activities and that keeping records and data should be made a priority to determine any progress made.
AFRIKAANSE OPSOMMING: Hierdie studie ondersoek die omvang van die Water Sensitiewe Stedelike Ontwerp (WSUD) aktiwiteite in die George munisipaliteit in die Wes-Kaap, in Suid-Afrika. Waterhulpbronbestuur in stedelike gebiede in die wêreld het nie-volhoubaar geword met die grootskaalse implementering van buitenmaatse infrastruktuur, agteruitgang van die omgewing en die oorbenutting van natuurlike waterhulpbronne. Die gevolg was 'n konsep wat Geïntegreerde Stedelike Water Bestuur (IUWM) genoem is. IUWM omvat die hele watersiklus vanaf reënval, tot oppervlakwater, grondwater en afvalwater, as deel van die stedelike waterbestuur, en nie as aparte entiteite nie. Daar was 'n wêreldwye reaksie te IUWM, met die VSA se Lae-impak-Ontwikkeling (LID), die Verenigde Koninkryk se ontwerp van hul volhoubare stedelike dreineringstelsel (SUDS), en Nieu-Seeland se formulering van Lae-impak Stedelike Ontwerp en Ontwikkeling (LIUDD), om stedelike water hulpbronne beter te bestuur. Australië het reageer met Water Sensitiewe Stedelike Ontwerp (WSUD). WSUD verken die ontwerp en beplanning van waterbestuur infrastruktuur ontwikkeling, in 'n stedelike omgewing, waar dit noodsaaklik was in die Australiese stede wat deurlopende tekort aan water ervaar. Die WSUD benadering het ten doel om die ontwerp en beplanning te beïnvloed vanaf die oomblik reënwater in damme opgevang is, behandel, en aan verbruikers versprei word, tot by die punt van afvalwater hergebruik, sowel as stormwater gebruik. Verskeie tegnieke word verskaf as deel van die WSUD benadering, naamlik: die installering van “greenroofs”, wateraanvraagbestuur tegnieke, en stormwater gebruik en hergebruik van behandelde afvalwater vir besproeiing en brandbestryding. Hierdie WSUD aktiwiteite kan implementeer word vanaf grootskaalse pogings met die samewerking van hele voorstede met stormwater bestuur deur die konstruksie van die vleilande, sowel as kleinskaalse verandering in die ontwerp en beplanning by huishoudings, byvoorbeeld met reënwatertenk installasie vir besproeiing en toilet spoel. Met Suid-Afrika se progressiewe wetgewing op 'n nasionale, provinsiale en plaaslike munisipale vlak wat munisipaliteite steun en lei, kan die verskeie WSUD aktiwiteite ïmplementeer word. Die studie is gemik om ondersoek in te stel na watter tipe WSUD aktiwiteite deur die George-munisipaliteit implementeer word, en tot watter mate die aktiwiteite 'n impak gehad het op die water verbruik sedert die droogte in 2009. Die redes agter 'n gebrek aan implementering is ook ondersoek. Bewyse van implementering van net agt WSUD aktiwiteite kon gevind word. Data van die water debiteure en grootmaat water meters is verkry ten einde die effek van die agt WSUD aktiwiteite op die water verbruik te bepaal. Grootmaat water meter data kan egter nie gebruik word om te korreleer met die data van die debiteure aangesien die lesings van baie grootmaat water meters nie aangeteken is nie. Debiteure se data het egter bewys dat die WSUD aktiwiteite 'n korttermyn-impak op die waterverbruik in die voorstede waar dit geïmplementeer is gemaak het. Die redes gegee vir nieuitvoering is nie bevredigend nie. Aanbevelings is dat die munisipaliteit moet fokus op beter beplanning en implementering van diverse aktiwiteite en dat die hou van rekords en data prioriteit gemaak moet word om vas te stel of enige vordering gemaak is.
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Embertsén, Maria. "Sustainable Stormwater Handling and Water System Urban Design. : A literature review and a case study in Nacka, Sweden." Thesis, KTH, Mark- och vattenteknik (flyttat 20130630), 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-171815.

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Climate change presents us with greater and greater challenges and stormwater is an important part of our future water problems. In some parts of the world the increase and intensification in precipitation causes strain on existing infrastructure while, in others, draughts are becoming more and more severe. Handling stormwater sustainably does not only gain the environment by controlling pollutant spreading, helping with flooding control and water reuse but can also have added values in urban areas if included in urban planning. Implementing green infrastructure and sustainable stormwater solutions creates jobs and are in many countries seen as the future way of handling stormwater. There are many different techniques and ways of adopting sustainable stormwater handling depending on the local problem and physical as well as economic conditions. Together they all have in common of creating added values when implemented. Increased biodiversity, improved air quality, reduced noise, improved growing conditions for urban trees and aesthetical values that have a positive effect on human health are just some of the positive added values of sustainable stormwater handling. The case study in this report concerns a new development on a peninsula in the municipality on Nacka, Stockholm. The recommendation is to adopt the approach of many small solutions that combines to a sustainable way of handling stormwater that not only solves the problem but creates added values in the living and working area. Stormwater is a resource that should be used as one in order to have sustainable urban planning.
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Mallett, Gregory David. "An investigation into how value is created through water sensitive urban design." Master's thesis, University of Cape Town, 2017. http://hdl.handle.net/11427/27277.

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A key challenge facing developing countries is the rapid increases in urbanisation and the effect this has on their water systems. Water sensitive urban design (WSUD) is a process that considers the entire water system with the aim of achieving a water sensitive city (WSC). However, little is known about how value can be created through WSUD in terms of the sustainability of urban precincts in South Africa. The researcher therefore considered the well-established literature highlighting the relationship between WSUD and sustainable urban development. To understand the value derived from these concepts, two case studies were assessed, namely the Victoria & Alfred Waterfront (V&A Waterfront) and Century City. However, it should be highlighted that due to the uniqueness of these cases, no generalisations from the findings can be generated. The methodology implemented for the case studies was social constructivist in nature and to satisfy the research objectives, semi-structured interviews were conducted, documentary material was gathered, and photographic evidence was collected. Moreover, a diverse collection of data was assessed, which was extracted through various methods of data collection, thereby resulting in an in-depth understanding of the case studies. This research concludes there is a relationship between WSUD, sustainable urban development and value. It further argues that the underlying principles of facilities management (FM) and more specifically urban FM provide a managerial framework that can connect these concepts to achieve sustainability for urban precincts. Furthermore, the study uncovered the need for value capture mechanisms as a form of infrastructure financing and value creation for urban precincts. However, it was established that neither case study make use of such mechanisms, so future research is required in this regard.
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Gxokwe, Siyamthanda. "Conceptualization of urban hydrogeology within the context of water sensitive urban design: case study of Cape Flats Aquifer." University of the Western Cape, 2018. http://hdl.handle.net/11394/5912.

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Magister Scientiae - MSc (Environ & Water Science)
Urban hydrogeology can be used to facilitate a decision-making process regarding the implementation of water sensitive urban design (WSUD) to manage water systems of periurban cities. This thesis was aimed at providing explanation of how that approach can be applied in Cape Town using Cape Flats Aquifer as a case study. To achieve this main objective, three specific objectives were set, namely, objective 1 which focused on estimating aquifer parameters using Theis analytical flow solution, in order to identify areas for implementation of managed aquifer recharge (MAR) suggested by WSUD principles; Objective 2 focused on conceptualizing groundwater flow system of Cape Flats Aquifer using the Finite Difference Method (FDM), in order to predict aquifer behaviour under stresses caused by the implementation of WSUD; Objective 3 focused on assessing gw-sw interaction using Principal Aquifer Setting, environmental isotope, and hydrochemical analysis, in-order to identify where and when groundwater surface water interaction is occurring, and thus informing the prevention strategies of the negative effluence of such exchanges on WSUD. The analysis of data collected through pumping test approach which were conducted in March, October 2015 and June 2016, showed that average transmissivity ranged from 15.08m2/d to 2525.59m2/d, with Phillipi Borehole (BG00153) having the highest and Westridge borehole 1 (G32961) having the lowest transmissivity values based on Theis solution by Aqua test analysis. Theis solution by excel spreadsheet analysis showed that average transmissivity ranged from 11.30m2/d to 387.10m2/d with Phill (BG00153) having the highest transmissivity and Bellville 2 (BG46052) having the lowest transmissivity. Storativity values ranged from 10-3 to 10-1 with Phillipi borehole (BG00153) having the highest storativity and Lenteguer borehole 1(BG00139) having the lowest values from both analysis. Average transmissivity visual maps showed that highest transmissivity values within the Cape Flats Aquifer can be obtained around the Phillipi area towards the southern part of the aquifer. Storativity maps also showed that the greatest storativity values can be obtained around Phillipi and Lenteguer area. These findings reveal that MAR would be feasible to implement around the Phillipi and Lenteguer area, where aquifer storage and discharge rates are higher.
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Books on the topic "Water sensitive urban design WSUD"

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Allison, Robin, and Matt Francey. WSUD engineering procedures: Stormwater. Collingwood, Victoria, Australia: CSIRO, 2005.

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WSUD Engineering Procedures: Stormwater. CSIRO Publishing, 2005. http://dx.doi.org/10.1071/9780643092235.

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Managing the urban water cycle needs to be underpinned by key sustainability principles of water consumption, water recycling, waste minimisation and environmental protection. The integration of urban water cycle management with urban planning and design is known as Water Sensitive Urban Design (WSUD). One of the key elements of WSUD is the management of urban stormwater, both as a resource and for the protection of receiving water ecosystems. This requires strategic planning and concept designs that are underpinned by sound engineering practices in design and construction. For each of these methods the manual provides design and maintenance procedures, typical drawings, design checklists, landscape requirements, worked examples and case studies. Additional work sheets and appendices are provided on a CD-ROM which accompanies the manual.
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Approaches to Water Sensitive Urban Design. Elsevier, 2019. http://dx.doi.org/10.1016/c2016-0-03594-5.

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Water Sensitive Urban Design Engineering Procedures: Stormwater. CSIRO Publishing, 2005.

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Sharma, Ashok, Ted Gardner, and Don Begbie. Approaches to Water Sensitive Urban Design: Potential, Design, Ecological Health, Urban Greening, Economics, Policies, and Community Perceptions. Elsevier Science & Technology, 2018.

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Approaches to Water Sensitive Urban Design: Potential, Design, Ecological Health, Urban Greening, Economics, Policies, and Community Perceptions. Elsevier, 2018.

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F, Wong T. H., and Engineers Australia. National Committee on Water Engineering., eds. Australian runoff quality: A guide to water sensitive urban design. Crows Nest, N.S.W: Engineers Media, 2006.

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Water Authority of Western Australia., Western Australia. Dept. of Planning and Urban Development., Evangelisti and Associates, and Landvision (Firm), eds. Stormwater management strategy and plans for Byford & Mundijong: Incorporating water sensitive design principles. [Australia]: Evangelisti and Associates, 1994.

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Stormwater management strategy and plans for Byford & Mundijong: Incorporating water sensitive design principles. Landvision, 1994.

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Australian Institute of Urban Studies. and Western Australian Water Resources Council., eds. Water sensitive urban design: Proceedings of a seminar held at Wanneroo, W.A. on 11th September, 1991. East Perth, W.A: The Institute, Western Australian Division, 1991.

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Book chapters on the topic "Water sensitive urban design WSUD"

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Šuvalija, Suvada, Biljana Buhavac, Amra Serdarević, and Alma Džubur. "Water Sensitive Urban Design Principles." In Lecture Notes in Networks and Systems, 890–94. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-05230-9_105.

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Zaman, K. M. Ulil Amor Bin, and Imon Chowdhooree. "Water Sensitive Urban Design for Enhancing Flood Resilience." In Handbook of Waterfront Cities and Urbanism, 145–62. New York: Routledge, 2022. http://dx.doi.org/10.1201/9781003204565-11.

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Hussey, Karen, and Esther Kay. "The Opportunities and Challenges of Implementing ‘Water Sensitive Urban Design’: Lessons from Stormwater Management in Victoria, Australia." In Understanding and Managing Urban Water in Transition, 593–614. Dordrecht: Springer Netherlands, 2015. http://dx.doi.org/10.1007/978-94-017-9801-3_27.

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Mah, Darrien Yau Seng, Afdal Haziq bin Mohamad Salehe, and Frederik Josep Putuhena. "Water Sensitive Urban Design in Existing Urban Settings: Case Study of Dry Detention Pond in Kuching City." In InCIEC 2013, 315–22. Singapore: Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-4585-02-6_27.

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Rabêlo, Vitor Gantuss, Issa Ibrahim Berchin, Marleny De León, José Humberto Dias de Toledo, Liane Ramos da Silva, and José Baltazar Salgueirinho Osório de Andrade Guerra. "University Campuses as Town-Like Institutions: Promoting Sustainable Development in Cities Using the Water-Sensitive Urban Design Approach." In Sustainability on University Campuses: Learning, Skills Building and Best Practices, 497–511. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-15864-4_29.

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Newton, Peter W., Peter W. G. Newman, Stephen Glackin, and Giles Thomson. "Climate Resilience and Regeneration: How Precincts Can Adapt to and Mitigate Climate Change." In Greening the Greyfields, 105–20. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-6238-6_5.

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AbstractHealthy urban ecosystems are increasingly recognised as important for resilient cities and need to be considered as part of GPR. Urban nature-based solutions (NBS) comprising green (vegetation) and blue (water) infrastructure need to be considered at multiple scales from the bioregions, through to catchments, neighbourhoods/precincts, blocks, streets, and buildings, including linkages through and in GPR areas. This chapter describes how climate change—particularly extreme urban heat—is expected to affect Australian cities, and how green and blue infrastructure can help GPR to be incorporated into urban adaptation and mitigation solutions. Topics covered include water-sensitive urban design, nature-based solutions, and urban cooling. The chapter outlines how nature-based solutions can be incorporated into higher-density regenerative urban redevelopment through new technologies and supported by planning models, many of which can be best designed and managed at precinct scale. The ‘additionality’ of green and blue nature-based solutions can offer residents of GPR areas increased liveability and enhanced resilience in both normal and extreme weather.
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Dandy, Graeme C., Michael Di Matteo, and Holger R. Maier. "Optimization of WSUD Systems." In Approaches to Water Sensitive Urban Design, 303–28. Elsevier, 2019. http://dx.doi.org/10.1016/b978-0-12-812843-5.00015-0.

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Catchlove, Rob, Susan van de Meene, and Sam Phillips. "Capacity Building for WSUD Implementation." In Approaches to Water Sensitive Urban Design, 475–98. Elsevier, 2019. http://dx.doi.org/10.1016/b978-0-12-812843-5.00023-x.

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Walker, Christopher, and Terry Lucke. "Urban Lakes as a WSUD System." In Approaches to Water Sensitive Urban Design, 269–85. Elsevier, 2019. http://dx.doi.org/10.1016/b978-0-12-812843-5.00013-7.

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Sharma, Ashok K., Samira Rashetnia, Ted Gardner, and Don Begbie. "WSUD Design Guidelines and Data Needs." In Approaches to Water Sensitive Urban Design, 75–86. Elsevier, 2019. http://dx.doi.org/10.1016/b978-0-12-812843-5.00004-6.

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Conference papers on the topic "Water sensitive urban design WSUD"

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Nunes, R. T. S., J. H. A. Prodanoff, B. Nunes, and M. A. V. Freitas. "Incorporating Water Sensitive Urban Design (WSUD) practices into the planning context: the conceptual case for lot-scale developments." In Sustainability Today. Southampton, UK: WIT Press, 2011. http://dx.doi.org/10.2495/st110311.

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Lu, Wei, Xiaosheng Qin, and Jun Changhyun. "Urban Flood Damage Assessment for Water Sensitive Urban Design." In Annual International Conference on Urban Planning and Property Development (UPPD 2016). Global Science & Technology Forum (GSTF), 2016. http://dx.doi.org/10.5176/0000-0000_uppd.32.

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Lu, Wei, Xiaosheng Qin, and Changhyun Jun. "Urban Flood Damage Assessment for Water Sensitive Urban Design." In 2nd Annual International Conference on Urban Planning and Property Development (UPPD 2016). Global Science & Technology Forum (GSTF), 2016. http://dx.doi.org/10.5176/2425-0112_uppd16.32.

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Rodríguez, M. I., M. M. Cuevas, G. Martínez, and B. Moreno. "Planning criteria for Water Sensitive Urban Design." In SUSTAINABLE CITY 2014. Southampton, UK: WIT Press, 2014. http://dx.doi.org/10.2495/sc141342.

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Wong, Tony H. F. "Urban Stormwater Management and Water Sensitive Urban Design in Australia." In Ninth International Conference on Urban Drainage (9ICUD). Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40644(2002)22.

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Shrestha, S., A. Samuel, P. Ronaldson, and S. J. Riley. "Investigation into potential impacts of implementation of water sensitive urban design components." In WATER RESOURCES MANAGEMENT 2009. Southampton, UK: WIT Press, 2009. http://dx.doi.org/10.2495/wrm090261.

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Nielsen, O. F., and S. W. Nielsen. "Near Surface Geophysical Method Applicable for Water Sensitive Urban Design Projects." In 23rd European Meeting of Environmental and Engineering Geophysics. Netherlands: EAGE Publications BV, 2017. http://dx.doi.org/10.3997/2214-4609.201701993.

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Kuhn, Yvana. "Water-Sensitive Urban Design: An Integral Piece of Ecological Sustainable Development." In Watershed Management Conference 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41143(394)76.

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Rozis, Nicholas, and Ataur Rahman. "A Simple Method for Life Cycle Cost Assessment of Water Sensitive Urban Design." In Ninth International Conference on Urban Drainage (9ICUD). Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40644(2002)148.

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da Cunha Oliveira Santos, Mariana. "Water sensitive urban design: Addressing flooding resilience in Ho Chi Minh City." In IFoU 2018: Reframing Urban Resilience Implementation: Aligning Sustainability and Resilience. Basel, Switzerland: MDPI, 2018. http://dx.doi.org/10.3390/ifou2018-05929.

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