Preface |
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xiii | |
Acknowledgements |
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xv | |
Organisation |
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xvii | |
Introduction |
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xix | |
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Water sensitive cities: Do we have what it takes to create them? |
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3 | (10) |
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Multi-species network water quality modeling: Current examples, future potential, and research needs |
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13 | (10) |
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Advances in sensors, instrumentation and communications technologies |
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Mathematical modelling of a hydraulic controller for PRV flow modulation |
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23 | (8) |
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Optimal setting of time-modulated pressure reducing valves in water distribution networks using genetic algorithms |
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31 | (8) |
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Guidance for deployment and development of upset early warning systems for wastewater |
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39 | (8) |
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Automatic control valves in the Cost-effectiveness of WSS Management: PRV application |
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47 | (8) |
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Understanding and managing large sensor networks |
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55 | (8) |
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Flow modulated dynamic pressure control with Aquai-Mod controller |
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63 | (8) |
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Water loss dynamic control by Automatic Meter Readings in Water distribution network |
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71 | (8) |
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Detection of illegal branches in pipe systems: A fast and reliable method |
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79 | (4) |
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Identification of leak characteristics in pipe systems by dynamic monitoring |
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83 | (10) |
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Data management including SCADA and GIS |
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The use of GIS for analysis of water distribution networks |
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93 | (6) |
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Online time data series pre-processing for the improved performance of anomaly detection methods |
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99 | (6) |
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Correlating water consumption behaviour with billing, infrastructure and socio-demographic factors |
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105 | (8) |
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Optimal pump scheduling with pressure control aspects: Case studies |
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113 | (8) |
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Minimal time of valve closure for fluid transient in water transmission |
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121 | (8) |
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Systems modelling, optimisation and decision support |
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Epanet calibrator - An integrated computational tool to calibrate hydraulic models |
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129 | (6) |
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Use of grey numbers for representing uncertainty in pipe roughness calibration |
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135 | (8) |
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Operation of water distribution systems using risk-based decision making |
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143 | (8) |
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Reliability analysis of water supply systems by the entropy and equivocation theory |
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151 | (8) |
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Modelling and calibration of water distribution networks: A case study from the Wessex region |
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159 | (8) |
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Calibration methodology for hydraulic transient models incorporating unconventional dynamic effects |
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167 | (8) |
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Virtual reality based immersion scene simulation system of water distribution network |
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175 | (6) |
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Robust design of water distribution networks: A comparison of two different approaches |
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181 | (8) |
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Modeling of distribution network filling process during intermittent supply |
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189 | (6) |
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A more realistic simulation of a real water distribution system based on an enhanced demand driven model |
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195 | (8) |
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Equivalence of pipes with distributed flow in pressurised pipe networks |
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203 | (6) |
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Pressure driven analysis of water distribution networks based on the knowledge of the actual connection to properties |
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209 | (8) |
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Advancements on pipe hydraulic resistance correction in WDN analysis |
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217 | (8) |
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EIO-LCA based multi-objective design of water distribution systems with NSGA-II |
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225 | (8) |
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Hydraulic reliability analysis using a pressure-driven network simulation model |
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233 | (8) |
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Computational evaluation of hydraulic system behaviour with entrapped air under rapid pressurization |
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241 | (8) |
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Neptune DSS: A decision support system for near-real time operations management of water distribution systems |
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249 | (8) |
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L. S. Vamvakeridou-Lyroudia |
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Pressure-driven analysis of network sections supplied via high-lying nodes |
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257 | (6) |
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Assessment of the head dependent gradient method with reference to PRAAWDS |
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263 | (6) |
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Water distribution network simulation by a combined steady-state and transient hydraulic solver |
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269 | (8) |
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Multiobjective optimization and multicriteria decision making for water networks |
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277 | (6) |
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Use of relative roughness and changed diameters for old pipes when calibrating an operational water distribution system |
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283 | (6) |
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Real time monitoring, modelling control and understanding the associated uncertainties |
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Umbria region forecasting/decision support for hydraulic risk mitigation purposes |
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289 | (6) |
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The real time stochastic flow forecast |
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295 | (6) |
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Laboratory, flow loop and real world validation testing of the operational effectiveness of an on-line heuristic security platform for water distribution networks |
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301 | (6) |
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Online modelling of water distribution systems: A UK case study |
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307 | (6) |
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From design tool to real time control - Using a spreadsheet based optimisation tool to minimise borehole pumping costs |
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313 | (6) |
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On-line hydraulic state estimation in urban water networks using reduced models |
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319 | (6) |
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Improving energy efficiency of pumping systems through real-time scheduling systems |
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325 | (6) |
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Bayesian-based online burst detection in water distribution systems |
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331 | (8) |
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Developing and implementing a real-time intervention management model for water distribution systems |
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339 | (10) |
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L. S. Vamvakeridou-Lyroudia |
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Multi-parameter water quality sensors for water supply systems |
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349 | (8) |
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On-line monitoring station for water quality assessment |
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357 | (6) |
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Negative pressures in full-scale distribution system: Field investigation, modelling, estimation of intrusion volumes and risk for public health |
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363 | (6) |
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A bottom-up approach of stochastic demand allocation in water quality modelling |
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369 | (8) |
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Effect of spatial correlation among water demands on contaminant transport in a pipe network |
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377 | |
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Water quality comprehensive evaluation method for large water distribution network based on clustering analysis |
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283 | (108) |
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Investigating relationship between discolouration customer contact frequencies and mains properties in drinking water distribution systems |
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391 | (6) |
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MUWS (Microbiology in Urban Water Systems) - An Interdisciplinary approach to study microbial communities in urban water systems |
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397 | (8) |
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Optimal placement of booster chlorination stations for disinfection by products minimization |
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405 | (6) |
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Concept for optimized flushing of potable water networks |
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411 | (4) |
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Particle related water quality prediction for drinking water distribution systems |
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415 | (8) |
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Methodology for the skeletonization of water distribution network models with demand aggregation |
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423 | (8) |
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Rivelin trunk main flow test |
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431 | (4) |
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A study of wall demand in turbulent pipe flows |
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435 | (6) |
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Is using a plane-channel geometry to model wall-demand in turbulent pipe justified? |
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441 | (6) |
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Trade-offs between continuous and grab samples for water quality in distribution systems |
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447 | (6) |
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Origin and behavior of particles in drinking water transport networks |
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453 | (6) |
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The impacts of demand variability on distribution system water quality |
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459 | (8) |
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Water and wastewater treatment modelling, optimisation and control |
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Fluorescence spectroscopy as a tool for determination of organic matter removal efficiency at water treatment works |
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467 | (8) |
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Waterspot: A drinking water simulator with training and process optimization capabilities |
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475 | (6) |
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Benefits and challenges in integrated water resources modeling using OpenMI |
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481 | (4) |
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Comparison of three calibration protocols for Activated Sludge Models based on case studies |
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485 | (8) |
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AquatorGA: Integrated optimisation for reservoir operation using multiobjective genetic algorithms |
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493 | (10) |
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L. S. Vamvakeridou-Lyroudia |
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Demand forecasting, leakage and energy management |
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Spectral analysis of instantaneous residential water demand time series |
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503 | (6) |
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Night flow analysis and modeling for leakage estimation in a water distribution system |
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509 | (6) |
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Simulation applications for pressure management |
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515 | (6) |
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Leak discharge and strains in a polyethylene pipe |
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521 | (6) |
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Evaluation of the water scarcity energy cost |
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527 | (8) |
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Artificial neural networks model for hybrid energy system evaluation in water supply system |
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535 | (8) |
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New guidelines for non-domestic water estimation in South Africa |
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543 | (8) |
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On hydraulic power capacity of water supply system |
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551 | (6) |
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Analysis of household night-time consumption |
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557 | (6) |
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Analysis of the damping effect of leakage in water pipe systems for different flow conditions |
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563 | (8) |
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Experimental investigation of characteristic curves of centrifugal pumps working as turbines |
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571 | (6) |
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Leakage detection using pressure sensitivity analysis |
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577 | (6) |
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Towards the improvement of the efficiency in water resources and energy use in water supply systems |
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583 | (8) |
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Optimizing target hydraulic head for energy efficient operation of variable speed pumps |
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591 | (8) |
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Water distribution networks leakage analysis modeling based on pattern recognition theory |
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599 | (8) |
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Asset management and performance modelling |
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Overview of failure mechanism of joints in water distribution networks |
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607 | (6) |
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Fluid-structure interaction in the safety of infrastructures |
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613 | (8) |
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Hybrid genetic algorithms with advanced search for optimized operation of water supply networks |
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621 | (6) |
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Case study in resilience analysis and scheme selection |
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627 | (4) |
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Infrastructure risk management: A probabilistic approach to asset management |
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631 | (8) |
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I-WARP: Individual water main renewal planner |
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639 | (6) |
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Effects of DMA redesign on water distribution system performance |
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645 | (6) |
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Preparing considering of economies of scale and adjacent infrastructure works in water main renewal planning |
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651 | (8) |
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Asset management optimisation using genetic algorithms and whole life, cost benefit analysis |
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659 | (6) |
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Demand headroom uncertainty modelling for strategic water supply planning |
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665 | (8) |
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Extensive analysis of hydraulic parameters in a large set of water distribution systems |
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673 | (8) |
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Pump scheduling study on a demand monitoring zone system |
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681 | (6) |
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Trade-off analysis between cost and reliability of water distribution systems using genetic algorithms |
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687 | (8) |
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A pipe condition assessment model using PROMETHEE |
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695 | (8) |
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Sustainable urban water management including flooding issues |
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1D-2D model coupling for urban drainage analysis and optimization |
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703 | (6) |
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Physical and mathematical modeling of surcharged sewer manhole flow |
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709 | (4) |
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Penketh - An integrated approach |
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713 | (6) |
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Conceptual description of a novel three-tiered philosophy for sewer network master planning in South Africa |
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719 | (6) |
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Fuzzy model use for evaluation of peak outflow from a river basin during flash flood |
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725 | (6) |
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On determination of flow routes in a stormwater network using the least squares method |
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731 | (4) |
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Flood wave simulation with 1D-2D coupled models |
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735 | (6) |
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Vikor method for asset management in Serbian Belgrade Wastewater Services |
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741 | (8) |
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An artificial intelligence approach for optimising pumping in sewer systems |
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749 | (6) |
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Comparison of eight rainfall-runoff models for flood simulations |
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755 | (8) |
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Comparison of rainfall radar and rain gauge data and application to sewer hydraulic modelling |
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763 | (4) |
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Modelling water saving in the upper Iskar region |
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767 | (8) |
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L. S. Vamvakeridou-Lyroudia |
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An improved multifractal model for short-term rainfall forecast |
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775 | (8) |
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Likely impacts of climate change |
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Review of quantitative methods for evaluating impacts of climate change on urban water infrastructure |
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783 | (8) |
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Assessing the impact of climate change on water treatment plant design and operation |
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791 | (8) |
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Characterizing the impact of uncertain discount rates and carbon pricing on the optimal design and operation of the Kamalsaleh water transmission system |
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799 | (8) |
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Making the earth move: Modelling the impact of climate change on water pipeline serviceability |
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807 | (6) |
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Author Index |
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813 | |