scholarly journals Flexible investment planning for water distribution networks

2017 ◽  
Vol 20 (1) ◽  
pp. 18-33 ◽  
Author(s):  
R. Pellegrino ◽  
N. Costantino ◽  
O. Giustolisi

Abstract The present work focuses on the planning of water distribution networks (WDNs). The research proposes an innovative strategy which aims at helping water managers formulate flexible investment plans while allowing for adaptive management under the increasing unawareness of medium–long term planning. This innovative strategy differs from existing strategies accounting for flexibility in WDN design. It allows for developing flexible investment plans without assuming that statistic or deterministic assumptions can account for all unawareness. The strategy introduces the key idea of technical contiguity of actions/solutions by post-processing a Pareto front obtained by a classic optimization technique in order to obtain sequential actions. This means retrieval of a set of ‘technically contiguous’ actions from the Paretian solutions, namely, by increasing the investment each action needs to contain the previous one. The application to the Apulian network allows discussion of the need for post-processing the Pareto front of solutions returned by the classic multi-objective design optimization and presenting the general strategy to obtain adaptive and flexible investment plans. We discuss further perspectives of the proposed strategy based on the integration of different flexible plans, each obtained with different assumptions, which could be statistic or deterministic, for the system boundary conditions.

2021 ◽  
Author(s):  
Robert Sitzenfrei ◽  
Lukas Schartner ◽  
Martin Oberascher

<p>The transition from fossil fuel to renewable energies represents the central challenge of the early 21st century. In this context, small hydro power systems (SHPS) can be implemented in water distribution networks (WDNs) to use pressure and drinking water surplus for hydropower production. However, inflow to SHPS is normally controlled based on the available water volume after ensuring a reliable drinking water supply and considering a fire-fighting reserve. Hence, the hydropower generation in WDNs has to be in accordance with its primary tasks. The challenge now is to optimally use the available pressure and water surplus for hydropower production while at the same time reliably fulfilling drinking water constraints.</p><p>In this work, future predictions of daily water demand are added into the control strategy of SHPS to optimize the operation. The control procedure of a SHPS is optimized by means of an evolutionary algorithm in combination with Monte-Carlo sampling. This is done for different categorized water demand and water source data in order to maximize profit while ensuring the WDNs reliable operation. Further, water demand forecasts of varying quality are evaluated in combination with previously optimized and categorized SHPS control-sets. For case study, a real WDN of an Alpine municipality is hypothetically retrofitted with a controllable SHPS. Different types of SHPS and turbine characterises are investigated using amount of hydropower production, more specifically profitability, as performance indicator.</p><p>While in literature, optimization is usually performed based on representative days (e.g., average day demand), long-term simulations over 10 years are used in this work. Therefore, a sufficient supply pressure in all water demand nodes in the WDN is ensured during this period. This results in a significant lower but more realistic estimation of potential benefits. The results also show, that after optimizing the SHPS location and device size, an additional potential increase of yearly profit of 1.1% can be achieved in the long-term operation of a Pelton turbine by considering water demand forecasts.</p>


Water ◽  
2019 ◽  
Vol 11 (3) ◽  
pp. 562 ◽  
Author(s):  
Oladipupo Bello ◽  
Adnan Abu-Mahfouz ◽  
Yskandar Hamam ◽  
Philip Page ◽  
Kazeem Adedeji ◽  
...  

Modern water distribution networks (WDNs) are complex and difficult to manage due to increased level of urbanization, varying consumer demands, ageing infrastructure, operational costs, and inadequate water resources. The management problems in such complex networks may be classified into short-term, medium-term, and long-term, depending on the duration at which the problems are solved or considered. To address the management problems associated with WDNs, mathematical models facilitate analysis and improvement of the performance of water infrastructure at minimum operational cost, and have been used by researchers, water utility managers, and operators. This paper presents a detailed review of the management problems and essential mathematical models that are used to address these problems at various phases of WDNs. In addition, it also discusses the main approaches to address these management problems to meet customer demands at the required pressure in terms of adequate water quantity and quality. Key challenges that are associated with the management of WDNs are discussed. Also, new directions for future research studies are suggested to enable water utility managers and researchers to improve the performance of water distribution networks.


2020 ◽  
Author(s):  
Maria C. Cunha ◽  
João Marques

<p>Multiobjective water distribution networks (WDNs) are a very lively area of research (Marques et al., 2018). To evaluate the performance of these algorithms, different metrics can be used to quantify and compare the quality of the solutions during the run-time and at the end-time of the optimization process. The quality evaluation of the set of non-dominated solutions found by these algorithms is not a trivial process. The literature review by Audet et al. (2018) includes 57 distinct performance indicators that can be used to evaluate solutions provided by multiobjective algorithms, and groups these indicators into four categories: cardinality, convergence, distribution and spread. These categories aim at characterizing, respectively, the number of solutions provided by each algorithm, the approximation of the solutions to the best-known front, the distribution of solutions along the front and the range of the set of solutions found.  To evaluate a multiobjective algorithm, performance indicators that cover all these four categories should be considered to prevent any kind of misleading conclusions. The authors have recently proposed a new multiobjective simulated annealing algorithm. It is an enhanced version of the algorithm presented in (Marques et al., 2018) in that it uses special features to generate candidate solutions and a final step that involves a local search. Different generation processes guide the search and allow the algorithm to reach some parts of the Pareto front that would not be possible if a single generation process was used. The local search, a reannealing phase, is implemented as a supplemental phase of the algorithm to concentrate the search in specific areas of the front to identify the best possible solutions. The present work proposes to evaluate the performance of this algorithm by means of performance indicators of different categories, computed for a set of different benchmark WDNs presented in Wang et al (2015). From the results it can be concluded that the proposed algorithm achieves higher quality solutions than other algorithms, and does so without increasing the computational effort. The results found are evaluated with performance metrics from the four categories.</p><p> </p><p>Acknowledgments</p><p>This work is partially supported by the Portuguese Foundation for Science and Technology under project grant UIDB/00308/2020.</p><p> </p><p>References</p><p>Audet, C., Bigeon, J., Cartier, D., and Le, S. (2018). Performance indicators in multiobjective optimization. European journal of operational research, 1–39.</p><p>Marques, J.,  Cunha,  M. and Savić, D. (2018). Many-objective optimization model for the flexible design of water distribution networks. Jounal Environmental Management, 226, 308–319.</p><p>Wang, Q., Guidolin, M., Savić, D., and Kapelan, Z. (2015). Two-Objective Design of Benchmark Problems of a Water Distribution System via MOEAs: Towards the Best-Known Approximation of the True Pareto Front. Journal of Water Resources Planning and Management, 141(3), 04014060.</p>


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