
Bristol Water Plc
Bristol Water Plc
3 Projects, page 1 of 1
assignment_turned_in Project2017 - 2022Partners:Dwr Cymru Welsh Water, Bristol Water Plc, CLA-VAL UK, SEVERN TRENT WATER, IRSTEA +9 partnersDwr Cymru Welsh Water,Bristol Water Plc,CLA-VAL UK,SEVERN TRENT WATER,IRSTEA,CLA-VAL UK,Severn Trent (United Kingdom),Imperial College London,Welsh Water (Dwr Cymru),Dwr Cymru Welsh Water (United Kingdom),Anglian Water Services (United Kingdom),IRSTEA,Anglian Water Services Limited,Bristol Water PlcFunder: UK Research and Innovation Project Code: EP/P004229/1Funder Contribution: 1,163,360 GBPThrough this Fellowship, I aim to develop fundamental scientific methods for the design, optimisation and control of next generation resilient water supply networks that dynamically adapt their connectivity (topology), hydraulic conditions and operational objectives. A dynamically adaptive water supply network can modify its state in response to changes in the operational conditions, performance objectives, an increase in demand and a failure. This is a new category of engineering (cyber-physical) systems that combine physical processes with computational control in a holistic way in order to achieve dynamic adaptability, resilience, efficiency and sustainability. Water utilities are facing an increasing demand for potable water as a result of population growth and urbanisation. Cities are reaching unprecedented scale and complexity and the reliable provision of safe water is a global environmental security challenge. New technologies and knowledge are urgently needed to meet environmental, regulatory and financial pressures. Recent advances in sensor and control technologies, wireless communication and data management allow us to gain extraordinary insights into the operation of complex water supply networks and their control. Novel simulation and optimisation methods are required to make use of the new knowledge about the dynamics of large-scale water supply systems and the ability to control their operation in order to improve resource and asset utilisation. In the course of pioneering and leading an extensive programme of applied research in dynamically adaptive water supply networks, I have identified fundamental mathematical and engineering challenges of how such complex systems should be designed, retrofitted, modelled and managed in order to address multiple operational applications either simultaneously or sequentially. For example, the network management can be optimised to reduce leakage, improve water quality and enhance incident response. Furthermore, developing a robustly scalable simulation and control system is extremely challenging due to the complexity of the computational tasks for medium to large-scale water supply systems. This research programme will investigate, develop and validate a novel analytical and robust computational framework for the concurrent design, operation and control of adaptive water supply networks that dynamically configure their connectivity (topology), hydraulic conditions and operational objectives. The proposed framework should simultaneously optimise the design (e.g. placements of advanced network controllers and monitoring devices) and the operational control (e.g. the optimal selection of functions and settings for the valves and pumps). This co-design approach also considers the hydraulic dynamics, uncertainties, environmental changes and the development of mathematical optimisation methods for network operability and controllability in order to manage the operation of complex water supply systems efficiently, intelligently and sustainably. This is an ambitious and transformative research programme that requires solving numerous problems spanning several disciplines in water systems engineering, applied mathematics, control engineering, cyber-physical systems and sensors research. The Fellowship will provide me with a unique opportunity to dedicate most of my time to develop, validate and champion into practice the design and control methods for dynamically adaptive, resilient and sustainable water supply networks.
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For further information contact us at helpdesk@openaire.euassignment_turned_in Project2017 - 2020Partners:XP Software Solutions Ltd, Pennon Group (United Kingdom), MET OFFICE, AECOM Limited (UK), UNIVERSITY OF EXETER +16 partnersXP Software Solutions Ltd,Pennon Group (United Kingdom),MET OFFICE,AECOM Limited (UK),UNIVERSITY OF EXETER,Mouchel Group,University of Exeter,Mouchel (United Kingdom),Bristol Water Plc,Met Office,University of Exeter,Skipworth Engelhardt Ass.Man.Sys. SEAMS,Virtalis (United Kingdom),Skipworth Engelhardt Ass.Man.Sys. SEAMS,XP Software Solutions Ltd,UK Aecom,Aecom (United Kingdom),Met Office,SWW,BHR Group,Bristol Water PlcFunder: UK Research and Innovation Project Code: EP/P009441/1Funder Contribution: 708,893 GBPIt is widely acknowledged that the water and wastewater infrastructure assets, which communities rely upon for health, economy and environmental sustainability, are severely underfunded on a global scale. For example, a funding gap of nearly $55 billion has been identified by the US EPA (ASCE, 2011). In England and Wales, the total estimated capital value of water utility assets is £254.8 billion (Ofwat, 2015), but between 2010 and 2015 only £12.9 billion was allocated for maintaining and replacing assets. Combined with the drive to reduce customers' bills, there will be even more pressure on water companies to find ways to bridge the gap between the available and required finances. As a result of this it is not surprising that optimisation methods have been extensively researched and applied in this area (Maier et al., 2014). The inability of those methods to include into optimisation 'unquantifiable' or difficult to quantify, yet important considerations, such as user subjective domain knowledge, has contributed to the limited adoption of optimisation in the water industry. Many cognitive and computational challenges accompany the design, planning and management involving complex engineered systems. Water industry infrastructure assets (i.e., water distribution and wastewater networks) are examples of systems that pose severe difficulties to completely automated optimisation methods due to their size, conceptual and computational complexity, non-linear behaviour and often discrete/combinatorial nature. These difficulties have first been articulated by Goulter (1992), who primarily attributed the lack of application of optimisation in water distribution network (WDN) design to the absence of suitable professional software. Although such software is now widely available (e.g., InfoWorks, WaterGems, EPANET, etc.), the lack of user under-standing of capabilities, assumptions and limitations still restricts the use of optimisation by practicing engineers (Walski, 2001). Automatic methods that require a purely quantitative mathematical representation do not leverage human expertise and can only find solutions that are optimal with regard to an invariably over-simplified problem formulation. The focus of the past research in this area has almost exclusively been on algorithmic issues. However, this approach neglects many important human-computer interaction issues that must be addressed to provide practitioners with engineering-intuitive, practical solutions to optimisation problems. This project will develop new understanding of how engineering design, planning and management of complex water systems can be improved by creating a visual analytics optimisation approach that will integrate human expertise (through 'human in the loop' interactive optimisation), IT infrastructure (cloud/parallel computing) and state-of-the-art optimisation techniques to develop highly optimal, engineering intuitive solutions for the water industry. The new approach will be extensively tested on problems provided by the UK water industry and will involve practicing engineers and experts in this important problem domain.
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For further information contact us at helpdesk@openaire.euassignment_turned_in Project2013 - 2018Partners:MWH (United Kingdom), URS Corporation, Balfour Beatty (United Kingdom), Subscan Technology, ASME +116 partnersMWH (United Kingdom),URS Corporation,Balfour Beatty (United Kingdom),Subscan Technology,ASME,OS,National Underground Assets Group Ltd,Amey Plc,NAS,Cardno TBE,OSYS Technology Ltd,Site Vision Surveys Ltd,Keller Ltd,Yorkshire Water,Ordnance Survey,CH2M HILL UNITED KINGDOM,SKANSKA,Exova,UK Water Industry Research,Stratophase Ltd,Site Vision Surveys (United Kingdom),United Utilities,Jacobs (United Kingdom),Leica Microsystems (United Kingdom),Energy and Utilities Alliance,Defence Science & Tech Lab DSTL,Technology Strategy Board (Innovate UK),Cardno TBE,National Grid PLC,Energy and Utilities Alliance,PIPEHAWK PLC,ATI Projects Ltd,American Society of Civil Engineers,Subscan Technology,Globe Performance Solutions,UK Society for Trenchless Technology,University of Wollongong,LTU,Defence Science and Technology Laboratory,Ingegneria dei Sistemi (Italy),CH2M Hill (United Kingdom),Costain (United Kingdom),T2 Utility Engineers Inc,Pipehawk (United Kingdom),Bristol Water Plc,Peter Brett Associates,Halcrow Group Limited,Skanska (United Kingdom),Ferrovial (United Kingdom),Keller Ltd,Kelda Group (United Kingdom),UK Society for Trenchless Technolody,Underground Imaging Technologies UIT,Network Rail,URS Corporation,Primayer Ltd,University of Birmingham,Hydrosave UK Limited,Innovate UK,Globe Performance Solutions,CSM,University of Birmingham,Corporation of the City of London, ON,Peter Brett Associates,Leica Geosystems Ltd,University of Auckland,Underground Imaging Technologies UIT,T2 Utility Engineers Inc,National Academy of Sciences,Robosynthesis Limited,BALFOUR BEATTY PLC,Bristol Water Plc,Macleod Simmonds Ltd,UNESP,Infotec ( United Kingdom),INSTITUTION OF CIVIL ENGINEERS,Exova,Osys Technology,Pipeline Industries Guild (United Kingdom),Kelda Group (United Kingdom),United Utilities (United Kingdom),Morrison Utility Services,Pipeline Industries Guild (United Kingdom),Society of British Water and Wastewater Industries,Primayer Ltd,UK Water Industry Research Ltd,Network Rail,SPX Corporation (United Kingdom),J Murphy & Sons Limited,Innovate UK,Morrison Utility Services,Corporation of the City of London, ON,RSK Group plc,COSTAIN LTD,National Underground Assets Group,J Murphy & Sons Limited,IDS Ingegneria Dei Sistemi S.p.A,,Stratascan Ltd,National Grid (United Kingdom),Louisiana Tech University,Hydrosave UK Limited,Infotec Consulting,ATI Projects Ltd,Colorado School of Mines,RSK Group plc,Defence Science & Tech Lab DSTL,Utsi Electronics Ltd,Macleod Simmonds Ltd,SBWWI,São Paulo State University,UOW,MWH UK Ltd,Robosynthesis Limited,BALFOUR BEATTY RAIL,Watershed Associates,Institution of Civil Engineers,Radiodetection Ltd,United Utilities Water PLC,ICE,Watershed Associates,Utsi Electronics (United Kingdom)Funder: UK Research and Innovation Project Code: EP/K021699/1Funder Contribution: 5,782,840 GBPThe surface urban transport infrastructures - our roads, cycle ways, pedestrian areas, tramways and railways - are supported by the ground, and hence the properties of the ground must control to a significant degree their structural performance. The utility services infrastructure - the pipes and cables that deliver utility services to our homes and which supports urban living - is usually buried beneath our urban streets, that is it lies below the surface transport infrastructure (usually roads and paved pedestrian areas). It follows that streetworks to install, replace, repair or maintain these utility service pipes or cables using traditional trench excavations will disrupt traffic and people movement, and will often significantly damage the surface transport infrastructure and the ground on which it bears. It is clear, therefore, that the ground and physical (i.e. utility service and surface transport) infrastructures exist according to a symbiotic relationship: intervene physically in one, and the others are almost inevitably affected in some way, either immediately or in the future. Moreover the physical condition of the pipes and cables, of the ground and of the overlying road structure, is consequently of crucial importance in determining the nature and severity of the impacts that streetworks cause. Assessing the Underworld (ATU) aims to use geophysical sensors deployed both on the surface and inside water pipes to determine remotely (that is, without excavation) the condition of these urban assets. ATU builds on the highly successful Mapping the Underworld (MTU) project funded by EPSRC's first IDEAS Factory (or sandpit) and supported by many industry partners. The MTU sandpit brought together a team that has grown to be acknowledged as international leaders in this field. ATU introduces leaders in climate change, infrastructure policy, engineering sustainability and pipeline systems to the MTU team to take the research into a new sphere of influence as part of a 25-year vision to make streetworks more sustainable. ATU proposes to develop the geophysical sensors created in MTU to look for different targets: indications that the buried pipes and cables are showing signs of degradation or failure, indications that the road structure is showing signs of degradation (e.g. cracking, delamination or wetting) and indications that the ground has properties different to unaltered ground (e.g. wetted or eroded by leaking pipes, loosened by local trench excavations, wetted by water ingress through cracked road structures). For example, a deteriorated (fractured, laterally displaced, corroded or holed) pipe will give a different response to the geophysical sensors than a pristine pipe, while wetting of the adjacent soil or voids created by local erosion due to leakage from a water-bearing pipe will result in a different ground response to unaltered natural soil or fill. Similarly a deteriorated road (with vertical cracks, or with a wetted foundation) will give a different response to intact, coherent bound layers sitting on a properly drained foundation. Taking the information provided by the geophysical sensors and combining it with records for the pipes, cables and roads, and introducing deterioration models for these physical infrastructures knowing their age and recorded condition (where this information is available), will allow a means of predicting how they will react if a trench is dug in a particular road. In some cases alternative construction techniques could avert serious damage (e.g. water pipe bursts, road structural failure requiring complete reconstruction) or injury (gas pipe busts). Making this information available will be achieved by creating a Decision Support System for streetworks engineers. Finally, the full impacts to the economy, society and environment of streetworks will be modelled in a sustainability assessment framework so that the wider impacts of the works are made clear.
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