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Full-Text Articles in Physical Sciences and Mathematics
Real-Time Water Decision Support Services For Droughts, Tingting Zhao, Barbara Minsker, Jong Lee, Fernando Salas, David R. Maidment, Cedric David
Real-Time Water Decision Support Services For Droughts, Tingting Zhao, Barbara Minsker, Jong Lee, Fernando Salas, David R. Maidment, Cedric David
International Conference on Hydroinformatics
Through application of computational methods and an integrated information system, real-time data and river modeling systems can help decision makers identify more effective actions for management practice. The purpose of this study is to develop a real-time decision support model to recommend optimal curtailments during water shortages for decision makers. To enable ease of use and re-use, the workflows (i.e., analysis and model steps) of the real-time decision support model are published as Web services delivered through an internet browser, including model inputs, a published workflow service, and visualized outputs. The model consists of two major components: the real-time river …
Parameter Calibration Method Based On Ga Technique For Multi-Event, Yeonjoo Kim, Eun-Sung Chung, Kwangjai Won, Byungho Kong, Kyungil Gil
Parameter Calibration Method Based On Ga Technique For Multi-Event, Yeonjoo Kim, Eun-Sung Chung, Kwangjai Won, Byungho Kong, Kyungil Gil
International Conference on Hydroinformatics
Accurate parameter estimation based catchment modeling systems requires considerable work to establish credibility. In this paper, a methodology for parameter estimation of hydrologic simulation model is proposed to simultaneously include several rainfall events using Shannon entropy. The proposed methodology uses Genetic Algorithm(GA) optimization techniques for the Storm Water Management Model (SWMM). Shannon entropy theory was applied to calculate weights according to each rainfall event in study area. A case study application was undertaken using the Milyang-dam basin, in Korea. Three events are applied to calculate Shannon entropy weights. Then, Nash-Sutcliffe Efficiency(NSE) & Root Mean Square Error(RMSE) are compared with those …
On Real-Time Monitoring And Control For Efficient Management Of Drinking Water Networks: Barcelona Case Study, Gabriela Cembrano, Vicenç Puig, Carlos Ocampo-Martinez, Joseba Quevedo, Josep M. Mirats, Jordi Meseguer, Ramon Ariño, Silvia López
On Real-Time Monitoring And Control For Efficient Management Of Drinking Water Networks: Barcelona Case Study, Gabriela Cembrano, Vicenç Puig, Carlos Ocampo-Martinez, Joseba Quevedo, Josep M. Mirats, Jordi Meseguer, Ramon Ariño, Silvia López
International Conference on Hydroinformatics
Drinking water utilities in urban areas are focused on finding smart solutions facing new challenges in their real-time operation because of limited water resources, intensive energy requirements, a growing population, a costly and ageing infrastructure, increasingly stringent regulations, and increased attention towards the environmental impact of water use. Such challenges force water managers to monitor and control not only water supply and distribution, but also consumer demand. This paper presents and discusses novel methodologies and procedures towards an integrated water resource management system based on advanced ICT technologies of automation and telecommunications for largely improving the efficiency of drinking water …
Short-Term Optimization Model With Esp Forecasts For Columbia Hydropower System With Optimized Multi-Turbine Powerhouses, Jery R. Stedinger, Sue Nee Tan, Christine A. Shoemaker, Jonathan R. Lamontagne, Steven B. Barton
Short-Term Optimization Model With Esp Forecasts For Columbia Hydropower System With Optimized Multi-Turbine Powerhouses, Jery R. Stedinger, Sue Nee Tan, Christine A. Shoemaker, Jonathan R. Lamontagne, Steven B. Barton
International Conference on Hydroinformatics
Hydroelectric generation is the major source of electric energy in the Pacific Northwestern region of the United States, and efficient operation of that system while meeting environmental constraints and reserve capacity demands is an important economic, environmental, and social issue. This paper describes efforts to develop a new stochastic short-term scheduling model (with perhaps a 3-week planning horizon) for the ten major reservoirs operated by the federal Bonneville Power Administration (BPA) on the Columbia and Snake River systems. The analysis incorporates time-delays (up to 24 hours in a model with time steps increasing from 6 hours initially perhaps to 24 …
Optimized Use Of Water From Multiple Sources In Micro Water Grid Systems: A Modeling Approach, Hyeongrak Cho, Jungwoo Jung, Sangho Lee, Soo Kwen Chae
Optimized Use Of Water From Multiple Sources In Micro Water Grid Systems: A Modeling Approach, Hyeongrak Cho, Jungwoo Jung, Sangho Lee, Soo Kwen Chae
International Conference on Hydroinformatics
Micro water grid (MWG) is a novel approach to allow high reliability, diversification of water sources, low energy consumption, and cost reduction. Although it is not well-defined, it has potential for efficient management of urban water. MWG is suitable for use in small-scale buildings and towns, which have various uses of water produced from multiple source waters. Accordingly, design of MWG is challenging without proper tools to predict its performance. This research focused on the development and application of a model for optimized use of water from multiple sources in MWG systems. The model was comprised of two modules including …
A Hybrid Optimization Method For Real-Time Pump-Scheduling, Valeria Puleo, Mark Morley, Gabriele Freni, Dragan A. Savić
A Hybrid Optimization Method For Real-Time Pump-Scheduling, Valeria Puleo, Mark Morley, Gabriele Freni, Dragan A. Savić
International Conference on Hydroinformatics
Linear, non-linear and dynamic programming, heuristics and evolutionary computation are amongst the techniques which have been applied to obtain solutions to optimal pump-scheduling problems. Most of these either greatly simplify the complex water distribution system or require significant time to solve the problem. The scheduling of pumps is frequently undertaken in near-real time, in order to minimize cost and maximize energy savings. However, this requires a computationally efficient algorithm that can rapidly identify an acceptable solution. In this paper, a hybrid optimization model is presented, coupling Linear Programming and Genetic Algorithms. The resulting hybrid optimization model has demonstrated more rapid …
A Novel Nested Dynamic Programming (Ndp) Algorithm For Multipurpose Reservoir Optimization, Blagoj Delipetrev, Andreja Jonoski, Dimitri P. Solomatine
A Novel Nested Dynamic Programming (Ndp) Algorithm For Multipurpose Reservoir Optimization, Blagoj Delipetrev, Andreja Jonoski, Dimitri P. Solomatine
International Conference on Hydroinformatics
We present a novel nDP (nested dynamic programming) algorithm for multipurpose reservoir optimization. The nDP algorithm is built from two algorithms: 1) dynamic programming (DP) and 2) nested optimal water allocation algorithm implemented with Simplex and quadratic Knapsack. The main objective function is to minimize the sum of weighted square deviations of each objective over the whole time horizon. Each objective is described with its water demand or target and its weights at each time step. The nDP algorithm begins with the DP optimization algorithm that at each DP transition executes the nested optimal water allocation algorithm. The optimal water …
Real-Time Reservoir Operation For Drought Management Considering Ensemble Streamflow Predictions Derived From Operational Forecasts Of Precipitation In Japan, Daisuke Nohara, Tomoharu Hori
Real-Time Reservoir Operation For Drought Management Considering Ensemble Streamflow Predictions Derived From Operational Forecasts Of Precipitation In Japan, Daisuke Nohara, Tomoharu Hori
International Conference on Hydroinformatics
Ensemble hydrological predictions are considered to be useful for robust reservoir operation as they include multiple possible hydrological scenarios in the future as well as dispersion of the predictions, from which the degree of prediction uncertainty can be estimated. Although operational ensemble hydrological predictions have been available in many regions, they have not yet been widely used in the actual reservoir management due to the difficulty in the handling such complex information. In order to facilitate effective utilization of ensemble hydrological predictions in the actual reservoir management, a real-time reservoir operation method for drought management is developed considering operational ensemble …
Short-Term Optimization Of A Canal Network For Navigation And Water Management, Arnejan Van Loenen, Min Xu, Robin Engel
Short-Term Optimization Of A Canal Network For Navigation And Water Management, Arnejan Van Loenen, Min Xu, Robin Engel
International Conference on Hydroinformatics
We present the design, implementation and operational use of a short-term optimization approach for the operational water management of the Twentekanalen canal system for navigation and water resources management. The system was originally designed for navigation and its construction had been completed in 1938. In the past decades, it also became increasingly important for the regional water management. In summer periods, the system provides the region with fresh water and helps to drain the area otherwise. The short-term optimization is implemented in the Operational Monitoring System for the National Regulated Water Systems for advising the operating staff on the operation …
Application Of Numerical Modelling For Conceptualizing Abstraction Rate Control In A Well Field Under Complex Boundary Conditions, Sebastian Handl, Ernest Mayr, Tobias Gauster, Reinhard Perfler
Application Of Numerical Modelling For Conceptualizing Abstraction Rate Control In A Well Field Under Complex Boundary Conditions, Sebastian Handl, Ernest Mayr, Tobias Gauster, Reinhard Perfler
International Conference on Hydroinformatics
This paper aims at presenting a concept for regulating water abstraction from a well field which ensures an efficient exploration of river filtrate while complying with defined minimum residence time of inflowing water. Being located on an island between a river and an attendant channel, the investigated well field consists of eight radial collector wells aligned parallel to the river flow direction. The water-level in the river is kept comparatively constant due to a downstream hydropower plant. In the channel, the water level is controlled by two weirs. Following a defined hydrograph with an amplitude of about one meter, the …
Experimental Design For Model Discrimination And Precise Parameter Estimation In Wds Analysis, Giovanna Darvini
Experimental Design For Model Discrimination And Precise Parameter Estimation In Wds Analysis, Giovanna Darvini
International Conference on Hydroinformatics
In water distribution system (WDS) analysis, the initial stages of model assembling, which involve collecting basic WDS data (network topology, asset data, etc.), demand allocation and validation or correction of gross input data errors, are important precursors for calibration of the network. During these first steps one must define which model of the network is the most suitable one for a particular application, as the final results and conclusions usually depend on the model used to perform the simulations and provide the interpretation of the analyzed problem. Sometimes, it is not possible to make a proper choice based solely on …
Using Multi-Objective Optimization To Maximize Multiple Benefits For Sustainable Drainage Design, Jo-Fai Chow, Dragan A. Savić, David Fortune, Zoran Kapelan, Netsanet Mebrate
Using Multi-Objective Optimization To Maximize Multiple Benefits For Sustainable Drainage Design, Jo-Fai Chow, Dragan A. Savić, David Fortune, Zoran Kapelan, Netsanet Mebrate
International Conference on Hydroinformatics
For many years, drainage design was mainly about providing sufficient network capacity. This traditional approach had been successful with the aid of computer software and technical guidance. However, the drainage design criteria had been evolving due to rapid population growth, urbanisation, climate change and increasing sustainability awareness. Sustainable drainage systems that bring benefits in addition to water management have been recommended as better alternatives to conventional pipes and storages. Although the concepts and good practice guidance had already been communicated to decision makers and public for years, network capacity still remains a key design focus in many circumstances while the …
Sequential Nonlinear Model Predictive Control Of A Drainage Canal Using Implicit Diffusive Wave Model, Min Xu, Dirk Schwanenberg
Sequential Nonlinear Model Predictive Control Of A Drainage Canal Using Implicit Diffusive Wave Model, Min Xu, Dirk Schwanenberg
International Conference on Hydroinformatics
Model predictive control (MPC) is an efficient control method to regulate water systems, for both water quantity and quality. It can generate optimal control solutions based on model predictions over a finite horizon. There are many ways of categorizing MPC. In this research, the predictive control uses a nonlinear internal model and solves optimization in a sequential manner, thus called Sequential Nonlinear Model Predictive Control (SeNMPC). An implicit scheme is applied on the internal model, diffusive wave model, to avoid time step limitation for model stability. This is often important in real-time control applications where large control time step and …
Optimizing Operating Rules Of Multiple Source Water Supply Systems In Terms Of System Reliability And Resulting Operating Costs: Survey Of Simulation-Optimization Modeling Approaches Based On General Purpose Tools, Jordi Meseguer, Gabriela Cembrano, Josep M. Mirats, Eduard Bonada
Optimizing Operating Rules Of Multiple Source Water Supply Systems In Terms Of System Reliability And Resulting Operating Costs: Survey Of Simulation-Optimization Modeling Approaches Based On General Purpose Tools, Jordi Meseguer, Gabriela Cembrano, Josep M. Mirats, Eduard Bonada
International Conference on Hydroinformatics
Management of a water supply system from the point of view of the conjunctive use of water sources is a very complex problem whose solution is not just obtained using analytical models but also through a negotiation process among stakeholders and in which Public Bodies have a main role. For these reasons, this problem has been addressed using conservative approaches based on simulation models or simulation – linear optimization models parameterized using few parameters. These approaches have certain strengths but also certain drawbacks or constraints. In general these conservative approaches are already covered by existing generalized modelling tools (i.e. Aquator, …
Comparison Of Statistical Failure Models To Support Sewer System Operation, Maria Torres, Juan Pablo Rodriguez, Joao P. Leitao
Comparison Of Statistical Failure Models To Support Sewer System Operation, Maria Torres, Juan Pablo Rodriguez, Joao P. Leitao
International Conference on Hydroinformatics
Currently, achieving appropriate operative performance of water infrastructure has become a high priority in urbanized areas. Particularly, providing reliable sewerage service is central for human well-being and its development (Kleidorfer, et al. 2013). Having that wastewater system management is an increasingly complex task due to a number of hardly predictable factors (e.g. deterioration of system components and climate variability), recent research efforts have been focusing on developing methods to identify optimum proactive rehabilitation and maintenance strategies, some of which are based on the identification of the sewerage structures in most need of attention. To meet such a goal, different forecast …
Hybrid Control-Oriented Modeling Of Combined Sewer Networks: Barcelona Case Study, Bernat Joseph-Duran, Carlos Ocampo-Martinez, Gabriela Cembrano
Hybrid Control-Oriented Modeling Of Combined Sewer Networks: Barcelona Case Study, Bernat Joseph-Duran, Carlos Ocampo-Martinez, Gabriela Cembrano
International Conference on Hydroinformatics
A hybrid linear model for real-time optimization-based control of a combined sewer network has been developed to be used for the minimization of pollution during storm events. The model takes into account delays and attenuation in sewers together with piecewise linear approximations for flow over weirs, overflows in junctions and flow re-entering the network after overflows. Using the proposed model, an Optimal Control Problem (OCP) is formulated, which can be efficiently solved by means of a mixed integer linear or quadratic programming problem. The performance of a Model Predictive Control (MPC) strategy solving consecutive OCPs is assessed by means of …
Stochastic Assessment Of Environmental Flows In Semiarid Environments, Cristina Aguilar, Marta Egüen, Jose María Perales, Miguel A. Losada, María José Polo
Stochastic Assessment Of Environmental Flows In Semiarid Environments, Cristina Aguilar, Marta Egüen, Jose María Perales, Miguel A. Losada, María José Polo
International Conference on Hydroinformatics
The regimen of environmental flows (EF) must be included as terms of environmental demand in the management of water resources. Even though there are numerous methods for the computation of EF, the criteria applied at different steps in the calculation process are quite subjective whereas the results are fixed values that must be meet by water planners. This study presents a friendly-user tool for the assessment of the probability of compliance of a certain EF scenario with the natural regimen in a semiarid area in southern Spain. 250 replications of a 25-yr period of different hydrological variables (rainfall, minimum and …
Wibasin: Basin Management Through An Integrated Platform, Xavier Llort, Rafael Sánchez-Diezma, David Sancho, Alvaro Rodríguez, Marc Berenguer, Daniel Sempere-Torres
Wibasin: Basin Management Through An Integrated Platform, Xavier Llort, Rafael Sánchez-Diezma, David Sancho, Alvaro Rodríguez, Marc Berenguer, Daniel Sempere-Torres
International Conference on Hydroinformatics
A key issue in basin and dam management is the correct estimation of accumulated rainfall (observed as well as forecasted) over the catchment (over the characteristic concentration time for critical short-term management, and over longer time periods to anticipate rainfall situations). In this work we present a platform for basin and dam management, called WiBasin, which integrates different sources of precipitation (both observed and forecasted) in a continuous time series of hourly rainfall accumulation fields, having the best precipitation estimation available at each time step. Optimal rainfall estimates used for the past time steps are based on a geostatistical approach …
Determination Of Optimal Storage Reservoir Location Considering Regional Importance, Yeon Moon Choo, Sung Min Lim, Jin Gul Joo, Joong Hoon Kim
Determination Of Optimal Storage Reservoir Location Considering Regional Importance, Yeon Moon Choo, Sung Min Lim, Jin Gul Joo, Joong Hoon Kim
International Conference on Hydroinformatics
Urban drainage systems are affected by various regional characteristics such as sewer properties, misaligned connections, manhole ground level, and design flood stage at outlet. Therefore, combinatorial characteristic of selecting optimal location of storage facilities from many candidate locations gets even more complicated and becomes a challenging task. The process of selection is conducted using system analyses to address the effects that provide for high efficiency and low damage. This paper focuses on developing an optimal design model for determination of the storage reservoir locations considering regional importance. For cases of urban inundation, importance of flooded region considering the damage needs …
Model Predictive Control For Real Time Operation Of Hydraulic Structures For Draining The Operational Area Of The Dutch Water Authority Noorderzijlvest, Jan Talsma, Dirk Schwanenberg, Jan Gooijer, Klaas-Jan Van Heeringen, Bernhard P. J. Becker
Model Predictive Control For Real Time Operation Of Hydraulic Structures For Draining The Operational Area Of The Dutch Water Authority Noorderzijlvest, Jan Talsma, Dirk Schwanenberg, Jan Gooijer, Klaas-Jan Van Heeringen, Bernhard P. J. Becker
International Conference on Hydroinformatics
A pilot project in 2012 for the Dutch regional water authority Noorderzijlvest has shown that the application of Model Predictive Control (MPC) can increase the safety level of the water system during flood events by an anticipatory pre-release of water. Furthermore, energy costs of pumps can be reduced by making tactical use of the water storage and shifting pump activities during normal operating conditions to off-peak hours. In this paper, the extension of the pilot to a real time decision support system is presented. It supports the daily operation of 34 aggregated structures both in wet and dry periods by …
Real-Time, Short And Medium Term Operations Planning Of The Bc Hydro System: Modeling Framework And Decision Support Tools, Ziad K. Shawwash
Real-Time, Short And Medium Term Operations Planning Of The Bc Hydro System: Modeling Framework And Decision Support Tools, Ziad K. Shawwash
International Conference on Hydroinformatics
We present a set of real-time, short and medium term optimization modules currently used by operations planning engineers as decision support tools to optimize the operation of the BC Hydro system in British Columbia, Canada. We first present our modeling framework and briefly outline models developed and supported by BC Hydro and the Natural Sciences and Engineering Research Council's (NSERC) in Canada. We also describe our ongoing research and development efforts to extend the decision support tools we have developed under the Grant-In-Aid Agreement with BC Hydro to address reliability of the water passage and control facilities, such as spillway …
Optimization Of Groundwater Remediation With New Efficient Parallel Algorithm For Global Optimization, Min Pang, Christine A. Shoemaker
Optimization Of Groundwater Remediation With New Efficient Parallel Algorithm For Global Optimization, Min Pang, Christine A. Shoemaker
International Conference on Hydroinformatics
Application of optimization algorithm to PDE modeling groundwater remediation can greatly reduce remediation cost. However, groundwater remediation analysis requires a computational expensive simulation, therefore, effective parallel optimization could potentially greatly reduce computational expense. The optimization algorithm used in this research is Parallel Stochastic radial basis function. This is designed for global optimization of computationally expensive functions with multiple local optima and it does not require derivatives. In each iteration of the algorithm, an RBF is updated based on all the evaluated points in order to approximate expensive function. Then the new RBF surface is used to generate the next set …
A Simulation Based Optimal Control System For Water Resources, Asier Lacasta, Mario Morales-Hernández, Pilar Brufau, Pilar García-Navarro
A Simulation Based Optimal Control System For Water Resources, Asier Lacasta, Mario Morales-Hernández, Pilar Brufau, Pilar García-Navarro
International Conference on Hydroinformatics
Nowadays, the increasing demand of water resources has become one of the most relevant issues when water supply must be guaranteed as in the case of irrigation comunities. It becomes difficult to provide the predictive optimal behavior of regulation structures when the regime of the flow is changing in time and, moreover, when this regulation modifies the hydraulic conditions of the structure. One of the most widely used solution for control is PID. The disadvantages of PID control are the difficulties in the presence of non-linearities as well as the PID parameters tuning. Taking into account previous works about sluice …
A Multi-Objective Optimization Model For Operations Planning Of Multi-Reservoir Systems, Daniel Archila, Ziad K. Shawwash, Zhou Jiyi, Paul Vassilev, Gillian Kong, Vladimir Plesa, Alaa Abdalla
A Multi-Objective Optimization Model For Operations Planning Of Multi-Reservoir Systems, Daniel Archila, Ziad K. Shawwash, Zhou Jiyi, Paul Vassilev, Gillian Kong, Vladimir Plesa, Alaa Abdalla
International Conference on Hydroinformatics
This paper presents the development and evaluation of a multi-objective linear programming (LP) optimization tool for an operations planning platform (OPP). The LP optimization model is coded using a high level programming language called AMPL (A Mathematical Programming Language) and solved using a solver called CPLEX. This model was developed by closely working with operations planning engineers at BC Hydro, in Canada, with the support of a research team from the University of British Columbia. The optimization model incorporates two objectives to optimize the operation of a multi reservoir system: maximize revenue from power generation, and to minimize penalties resulting …
Urbanwater And Waterp: Decision Support Systems For Efficient And Integrated Water Resources Management, David Sancho, Alvaro Rodríguez, Rafael Sánchez-Diezma, Xavier Llort, Gabriel Anzaldi, Edgar Rubión, Aitor Corchero, Albert Rodríguez
Urbanwater And Waterp: Decision Support Systems For Efficient And Integrated Water Resources Management, David Sancho, Alvaro Rodríguez, Rafael Sánchez-Diezma, Xavier Llort, Gabriel Anzaldi, Edgar Rubión, Aitor Corchero, Albert Rodríguez
International Conference on Hydroinformatics
In this work we present UrbanWater and WatERP, two EU-FP7 projects with the common objective of designing and developing innovative ICT solutions to integrate real-time knowledge on water demand and supply across water distribution networks. On one hand, WatERP proposes to develop a web-based Open Management Platform (OMP) supported by real-time knowledge on water supply and demand, enabling the entire water distribution system to be viewed in an integrated and customized way. The OMP provides inferred information regarding water supplies, flows, water consumption patterns, water losses, distribution efficiency, and water supply and demand forecasts to the user. This information is …
Cawat – A Catchment Water Allocation Tool For Integrated Irrigation And Aquaculture Development In Small Watersheds, Xueliang Cai, Suan Pheng Kam, Bui Tan Yen, Aditya Sood, Hoanh Chu Thai
Cawat – A Catchment Water Allocation Tool For Integrated Irrigation And Aquaculture Development In Small Watersheds, Xueliang Cai, Suan Pheng Kam, Bui Tan Yen, Aditya Sood, Hoanh Chu Thai
International Conference on Hydroinformatics
Water resources development has seen little development in the vast rural areas of Sub-Sahara Africa (SSA) due to lack of investment, means of access and poor policy environment. In search of sustainable and efficient water resources development, participatory approach is widely accepted as a key strategy for water resources development and conservations in many SSA countries. To encourage bottom-up solutions for local water resources development, a Catchment Water Allocation Tool (CaWAT) was developed to aid rural water resources planning for agriculture in small watersheds. The tool is based on water balance accounting to examine water allocations among different users. It …
Study On Optimization Of The Integrated Operation Of Dams Using Ensemble Prediction, Satoru Oishi, Hiroko Masuda
Study On Optimization Of The Integrated Operation Of Dams Using Ensemble Prediction, Satoru Oishi, Hiroko Masuda
International Conference on Hydroinformatics
Flood control is one of the most important issues of reservoir operation. Rivers in island countries like Japan, Philippines and Indonesia that have smaller reservoirs than continental countries needs short term reservoir operation for flood control. In Japan, typhoons give dominant amount of water to reservoirs. Pre-release of water which makes effective use of the capacity of a reservoir requires the rainfall amount forecast (hyetograph). Therefore, weather forecast of typhoons is indispensable for flood control. Masuda and Oishi (2013) developed the reservoir control operation model using stochastic dynamic programming with one week ensemble weather forecast. One week ensemble forecast consists …
Comparison Of Various Phased Approaches For The Constrained Minimum-Cost Design Of Water Distribution Networks, Enrico Creaco, Marco Franchini, Tom Walski
Comparison Of Various Phased Approaches For The Constrained Minimum-Cost Design Of Water Distribution Networks, Enrico Creaco, Marco Franchini, Tom Walski
International Conference on Hydroinformatics
This work is aimed at analyzing and comparing three different phased approaches for constrained minimum-cost design of water distribution networks: the single-step design with demand feedback, the multi-step design without demand feedback and the multi-step design with demand feedback. The difference between the single-step design and the multi-step design lies in the fact that whereas the former entails optimizing a single construction step at a time, i.e. the current construction phase, the latter is based on the phasing of construction and then is aimed at optimizing the current construction phase and all the subsequent phases, included inside a certain temporal …
A Hybrid Piecewise-Linear/Newton Approach To Solve Multi-Period Production And Distribution Planning Problems In Large Water Supply Networks, Derek Verleye, El-Houssaine Aghezzaf
A Hybrid Piecewise-Linear/Newton Approach To Solve Multi-Period Production And Distribution Planning Problems In Large Water Supply Networks, Derek Verleye, El-Houssaine Aghezzaf
International Conference on Hydroinformatics
Efficient production and distribution planning of water is a challenging problem that many drinking water companies face. The development of effective tools to optimally supply this vital resource is therefore essential. Nowadays, many drinking water companies rely on simulation software packages (EPANET, InfoWorks) for the daily operation of their network. This software allows the user to make accurate and thus reliable simulations of the network for a chosen configuration. However, the user-defined scenario’s do not consider the lowest operating costs. Very often the pumps are working at a suboptimal point in their system curve and water production centers are not …
A Diagnostic Assessment Of Evolutionary Multiobjective Optimization For Water Resources Systems, Patrick M. Reed
A Diagnostic Assessment Of Evolutionary Multiobjective Optimization For Water Resources Systems, Patrick M. Reed
International Conference on Hydroinformatics
This study contributes a rigorous diagnostic assessment of state-of-the-art multiobjective evolutionary algorithms (MOEAs) and highlights key advances that the water resources field can exploit to better discover the critical tradeoffs constraining our systems. This study provides the most comprehensive diagnostic assessment of MOEAs for water resources to date, exploiting more than 100,000 MOEA runs and trillions of design evaluations. The diagnostic assessment measures the effectiveness, efficiency, reliability, and controllability of ten benchmark MOEAs for a representative suite of water resources applications addressing rainfall-runoff calibration, long-term groundwater monitoring (LTM), and risk-based water supply portfolio planning. The suite of problems encompasses a …