Introducing a Novel Flexible Conjunction System to Pressure Control in Water Distribution Networks

Pressure management is one of the most significant water demand management methods to reduce leakage in water distribution networks. Leak as an adverse event is directly related to the pressure. Therefore, reducing extra network pressure decreases leakage in water distribution networks. The pressure reducing valves have some disadvantage. For example, they break down quickly. Therefore, in this study, a novel system named Pressure Reducing Flexible Storage (PRFS) was introduced that hasn’t these disadvantages and it could consider a good alternative for pressure reducing valves in water distribution networks. In this system, a spherical tank containing a flexible rubber cover was installed at the network node. By increasing the pressure in the conjunction, the foam was compressed and reduced the pressure. In this study, the presented system was simultaneously modeled by using Flow-3D and ABAQUS softwares, and pressure decrement was estimated in the conjunction. The results show that the proposed system can decrease the pressure in the conjunctions of water distribution network by about 18%. Therefore, it could be considered as a good alternative for pressure reducing valves in water distribution networks.

[1]  Olivier Piller,et al.  Numerical simulation of a hydraulic Saint-Venant type model with pressure-dependent leakage , 2009, Appl. Math. Lett..

[2]  Wei Liang,et al.  A novel noise reduction method applied in negative pressure wave for pipeline leakage localization , 2016 .

[3]  B. V. Leer,et al.  Towards the ultimate conservative difference scheme. IV. A new approach to numerical convection , 1977 .

[5]  Daniele B. Laucelli,et al.  Pressure Reducing Valve Characterization for Pipe System Management , 2016 .

[6]  Vicenç Puig,et al.  Methodology for leakage isolation using pressure sensitivity analysis in water distribution networks , 2011 .

[7]  Fatiha Nejjari,et al.  Optimal sensor placement for leakage detection and isolation in water distribution networks , 2012 .

[8]  R. G. Sauvé,et al.  Impact simulation of liquid-filled containers including fluid-structure interaction--Part 1: Theory , 1993 .

[9]  Ruonan Li,et al.  Review on water leakage control in distribution networks and the associated environmental benefits. , 2014, Journal of environmental sciences.

[10]  Jing Zhao,et al.  Development of systems for detection, early warning, and control of pipeline leakage in drinking water distribution: a case study. , 2011, Journal of environmental sciences.

[11]  Taha AL-Washali,et al.  Methods of Assessment of Water Losses in Water Supply Systems: a Review , 2016, Water Resources Management.

[12]  Gintautas Dundulis,et al.  Development of approach for reliability assessment of pipeline network systems , 2012 .

[13]  M. T. Lilly,et al.  Prolonging the lives of buried crude-oil and natural-gas pipelines by cathodic protection , 2007 .

[14]  J. Sousa,et al.  The influence of pressure / leakage relationships from existing leaks in the benefits yielded by pressure management , 2014 .

[15]  Francesco Archetti,et al.  Analytical Leakages Localization in Water Distribution Networks through Spectral Clustering and Support Vector MACHINES. The Icewater Approach , 2014 .

[16]  Helena M. Ramos,et al.  An overview of leaks and intrusion for different pipe materials and failures , 2014 .

[17]  Edo Abraham,et al.  Optimized Control of Pressure Reducing Valves in Water Distribution Networks with Dynamic Topology , 2015 .

[18]  A. Kounoudes,et al.  Wireless Sensor Networks for Water Loss Detection , 2010 .

[19]  Tiku T. Tanyimboh,et al.  Modelling Pressure Deficient Water Distribution Networks in EPANET , 2014 .

[20]  Filippo Pecci,et al.  Mathematical Programming Methods for Pressure Management in Water Distribution Systems , 2015 .

[21]  Yen-Chen Huang,et al.  An Optimization Approach to Leak Detection in Pipe Networks Using Simulated Annealing , 2015, Water Resources Management.

[22]  Emad A. Felemban,et al.  A Method for Distributed Pipeline Burst and Leakage Detection in Wireless Sensor Networks Using Transform Analysis , 2014, Int. J. Distributed Sens. Networks.

[23]  Juan Saldarriaga,et al.  Determination of Optimal Location and Settings of Pressure Reducing Valves in Water Distribution Networks for Minimizing Water Losses , 2015 .

[24]  A. Ejah Umraeni Salam,et al.  Application of SVM and ELM Methods to Predict Location and Magnitude Leakage of Pipelines on Water Distribution Network , 2015 .

[25]  Marius Møller Rokstad,et al.  Investigation of the Ability to Accurately Estimate Background Leakage Parameters in WDS Network Simulation Models , 2017 .

[26]  Vicenç Puig,et al.  Leak Localization in Water Distribution Networks using Pressure Residuals and Classifiers , 2015 .

[27]  Karim Salahshoor,et al.  Pipeline leakage detection and isolation: An integrated approach of statistical and wavelet feature extraction with multi-layer perceptron neural network (MLPNN) , 2016 .

[28]  Julian Thornton,et al.  Water Loss Control , 2008 .

[29]  Helena M. Ramos,et al.  Pressure Control for Leakage Minimisation in Water Distribution Systems Management , 2006 .

[30]  H. van Waveren,et al.  Model for Success , 2000 .

[31]  Jasper A. Agbakwuru,et al.  Pipeline Potential Leak Detection Technologies: Assessment and Perspective in the Nigeria Niger Delta Region , 2011 .

[32]  Francesco De Paola,et al.  Pressure Management Through Optimal Location and Setting of Valves in Water Distribution Networks Using a Music-Inspired Approach , 2017, Water Resources Management.

[33]  Feng Li,et al.  A method for simulating the entire leaking process and calculating the liquid leakage volume of a damaged pressurized pipeline. , 2017, Journal of hazardous materials.

[34]  J. E. van Zyl Theoretical Modeling of Pressure and Leakage in Water Distribution Systems , 2014 .

[35]  J Thornton,et al.  Progress in practical prediction of pressure: leakage, pressure: burst frequency and pressure: consumption relationships , 2005 .