scholarly journals Optimal Design of Water Distribution Network Using Neuro – Fuzzy Technique

Author(s):  
Abu Rashid ◽  
Sangeeta Kumari

Abstract Present paper is intended to develop optimal policy for Water Distribution Network using Neuro- Fuzzy Technique in an effective manner. Hydraulic simulation of the Real Network is performed in Water Gems and is used for the evaluation of the system performance measure. The real network is revised by adding certain Hydraulic parameters such as PBV’s (Pressure Break Valves) and Pumps and the results are found to be within standard limits for velocity and pressure specified by CPHEEO (Central Public Health and Environmental Engineering Organization). The networks are optimized using ANFIS (Adaptive Neuro Fuzzy Interactive System) to achieve the optimal cost and to obtain maximum reliability of the network. The pipe length and diameters are considered as fuzzy variables in the model and given as inputs to the model and pressure and velocities are outputs of the model. A comparison is made which marks the proposed network optimized using ANFIS is more reliable than the real network with slight increase in cost. Chota Govindpur – Baghbera Water Supply System is used as Case Study which is located in East Singhbhum District Jharkhand, India and the source of water is Subarnarekha river originated from Nagri village in Ranchi district of Jharkhand.

10.29007/z3hq ◽  
2018 ◽  
Author(s):  
Fernando Das Graças Braga Da Silva ◽  
Thaisa Dias Goulart ◽  
Regina Mambeli Barros

The calibration of water distribution networks is one way to perform such procedures in hydraulic models, but several are the difficulties encountered in calibrating a real network. This work proposes the improvement of modules of the calibration method proposed by Silva (2003), where using the genetic algorithm (GA) search tool, the author calibrates a real water distribution network of a Brazilian city, adjusting parameters mainly from roughness and coefficient of leakage. The enhancement of GA is the introduction of a new decision variable, the nodal demand, which assigns demand values to nodes according to the pressure-driven demand model of Tucciarelli, Criminisi and Termini (1999). The tests of the GAs implemented are tested for this real water distribution network presented by Silva (2003). The effect of the improvement on the calibration results was significant for the network, but the need for more in-depth studies, which are of course required for the application of new algorithms in real-scale networks.


2014 ◽  
Vol 548-549 ◽  
pp. 1800-1803 ◽  
Author(s):  
Gen Yuan Zhang

Hydraulic simulation models of water pipe networks (WPN) are routinely used for operational investigations and network design purposes. However, their full potential is often never realized because in the majority of cases, they have been calibrated with data collected manually from the field during a single historic time period and reflects the network operational conditions that were prevalent at that time. They were then applied as part of a reactive investigation. An urban water distribution network real time simulation system based on EPANET system using OPC (object linking and Embedding for Process control) communication was built in this paper. In order to make real-time simulation of water distribution network, the real-time data was collected every 15 minutes, the real time data were received and sent into water distribution network simulation model by OPC communication of EPANET system. The real-time data included total head of reservoir, flow rate, pressure, pump operation information. The real-time simulation system can give timely warning of changes for normal network operation, providing capacity to minimize customer impact and comparing the simulation results with the real-time data collected. The real time simulation system of urban water pipe network solved the problem of data input and user interaction compare to traditional network model. It offers a way for the development of intelligent water network.


2021 ◽  
Author(s):  
Antonio Candelieri ◽  
Riccardo Perego ◽  
Ilaria Giordani ◽  
Francesco Archetti

<p>Two approaches are possible in Pump Scheduling Optimization (PSO): <em>explicit</em> and <em>implicit control</em>. The first assumes that decision variables are pump statuses/speeds to be set up at prefixed time. Thus, the problem is to efficiently search among all the possible schedules (i.e., configurations of the decision variables) to optimize the objective function – typically minimization of the energy-related costs – while satisfying hydraulic feasibility. Since both the energy cost and the hydraulic feasibility are black-box, the problem is usually addressed through simulation-optimization, where every schedule is simulated on a “virtual twin” of the real-world water distribution network. A plethora of methods have been proposed such as meta-heuristics, evolutionary and nature-inspired algorithms. However, addressing PSO via explicit control can imply many decision variables for real-world water distribution networks, increasing with the number of pumps and time intervals for actuating the control, requiring a huge number of simulations to obtain a good schedule.</p><p>On the contrary, implicit control aims at controlling pump status/speeds depending on some control rules related, for instance, to pressure into the network: pump is activated if pressure (at specific locations) is lower than a minimum threshold, or it is deactivated if pressure exceeds a maximum threshold, otherwise, status/speed of the pump is not modified. These thresholds are the decision variables and their values – usually set heuristically – significantly affect the performance of the operations. Compared to explicit control, implicit control approaches allow to significantly reduce the number of decision variables, at the cost of making more complex the search space, due to the introduction of further constraints and conditions among decision variables. Another important advantage offered by implicit control is that the decision is not restricted to prefixed schedules, but it can be taken any time new data from SCADA arrive making them more suitable for on-line control.</p><p>The main contributions of this paper are to show that:</p><ul><li>thresholds-based rules for implicit control can be learned through an active learning approaches, analogously to the one used to implement Automated Machine Learning;</li> <li>the active learning framework is well-suited for the implicit control setting: the lower dimensionality of the search space, compared to explicit control, substantially improves computational efficiency;</li> <li>hydraulic simulation model can be replaced by a Deep Neural Network (DNN): the working assumption, experimentally investigated, is that SCADA data can be used to train and accurate DNN predicting the relevant outputs (i.e., energy and hydraulic feasibility) avoiding costs for the design, development, validation and execution of a “virtual twin” of the real-world water distribution network.</li> </ul><p>The overall system has been tested on a real-world water distribution network.</p>


2015 ◽  
Vol 57 (18) ◽  
pp. 8139-8151 ◽  
Author(s):  
T. Laskowski ◽  
J. Świetlik ◽  
U. Raczyk-Stanisławiak ◽  
P. Piszora ◽  
M. Sroka ◽  
...  

2017 ◽  
Vol 16 (5) ◽  
pp. 1071-1079 ◽  
Author(s):  
Andrei-Mugur Georgescu ◽  
Sanda-Carmen Georgescu ◽  
Remus Alexandru Madularea ◽  
Diana Maria Bucur ◽  
Georgiana Dunca

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