Optimal Control Strategy of a Sewer Network

This paper proposes a series of methods to increase the efficiency of the operating of a sewer network that serves a medium‐sized city with a population of 250,000 inhabitants. The sewer network serves five areas of the city and consists of seven tanks that communicate with one another and with the...

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Bibliographic Details
Main Authors: Barbu, M. (Author), Caraman, S. (Author), Luca, L. (Author), Vasiliev, I. (Author), Vilanova, R. (Author)
Format: Article
Language:English
Published: MDPI 2022
Subjects:
Online Access:View Fulltext in Publisher
LEADER 02584nam a2200469Ia 4500
001 10-3390-w14071062
008 220425s2022 CNT 000 0 und d
020 |a 20734441 (ISSN) 
245 1 0 |a Optimal Control Strategy of a Sewer Network 
260 0 |b MDPI  |c 2022 
856 |z View Fulltext in Publisher  |u https://doi.org/10.3390/w14071062 
520 3 |a This paper proposes a series of methods to increase the efficiency of the operating of a sewer network that serves a medium‐sized city with a population of 250,000 inhabitants. The sewer network serves five areas of the city and consists of seven tanks that communicate with one another and with the treatment plant through pipes. The controls are applied to the process by valves and pumps. The main objective of this paper is to determine the optimal controls to minimize two performance criteria: volume of overflow, and overflow quality index. The sewer network was modeled in the BSMSewer environment. The optimization of the operating of the sewer network was carried out in the conditions of an influent computed in relation to the number of inhabitants and to the area served, using genetic algorithms as a method of optimization. Five optimization strategies were analyzed by numerical simulation. The analysis of the five strategies was done by comparison of their results with one another, as well as in relation to the case where all of the controls were set at maximum values of 100%. The simulations showed that the third strategy produced the best results in relation to each of the two criteria. © 2022 by the authors. Licensee MDPI, Basel, Switzerland. 
650 0 4 |a Condition 
650 0 4 |a Control strategies 
650 0 4 |a control strategy 
650 0 4 |a control system 
650 0 4 |a genetic algorithm 
650 0 4 |a genetic algorithm 
650 0 4 |a Genetic algorithms 
650 0 4 |a numerical model 
650 0 4 |a Optimal control strategy 
650 0 4 |a Optimal control systems 
650 0 4 |a Optimal controls 
650 0 4 |a Optimisations 
650 0 4 |a optimization 
650 0 4 |a optimization 
650 0 4 |a Optimization strategy 
650 0 4 |a Performance criterion 
650 0 4 |a Quality control 
650 0 4 |a Quality indices 
650 0 4 |a sewer network 
650 0 4 |a sewer network 
650 0 4 |a Sewer networks 
650 0 4 |a Sewers 
650 0 4 |a Treatment plants 
650 0 4 |a wastewater 
700 1 |a Barbu, M.  |e author 
700 1 |a Caraman, S.  |e author 
700 1 |a Luca, L.  |e author 
700 1 |a Vasiliev, I.  |e author 
700 1 |a Vilanova, R.  |e author 
773 |t Water (Switzerland)