NEW CONCEPTS AND TOOLS FOR PIPE NETWORK DESIGN

Water Distribution Network design has been traditionally approached as a cost minimization problem, constrained by some additional restrictions intended to ensure an acceptable level of customer service. Although the ideas have existed for same time, it was only recently that various researchers developed new network optimization approaches trying to address the minimization of design costs, while maximizing the benefits through some other performance indicators assessment in a risk-based scenario. Unfortunately, network simulation is still performed within a demand-driven context, even when reliability is considered among the benefits, and leakages are given as a constant percentage of nodal demands instead of being computed as a function of pipe pressure. This article introduces a more realistic approach to network design and simulation, performed using pressure-driven leakages employing a recently developed simulation model. Thus, the design procedure is conceived as multiobjective optimization, performed considering the minimization of pipe cost and together with total network leakage flow. The approach was tested on a small-size Italian real network which supplies an industrial area, and on a simpler network that yielded some interesting observations about the proposed paradigm.

[1]  D. Savić,et al.  Multiobjective design of water distribution systems under uncertainty , 2005 .

[2]  L. S. Reddy,et al.  Analysis of water distribution networks with head-dependent outlets , 1989 .

[3]  T. Koppel,et al.  Water Network Model Calibration Based on Grouping Pipes with Similar Leakage and Roughness Estimates , 2000 .

[4]  Jacob Chandapillai,et al.  Realistic Simulation of Water Distribution System , 1991 .

[5]  Chengchao Xu,et al.  Reliability-Based Optimal Design of Water Distribution Networks , 2001 .

[6]  Orazio Giustolisi,et al.  Pressure-Driven Demand and Leakage Simulation for Water Distribution Networks , 2008 .

[7]  Orazio Giustolisi,et al.  Algorithm for Automatic Detection of Topological Changes in Water Distribution Networks , 2008 .

[8]  Jun Li,et al.  Reliability analysis of water distribution networks in consideration of equity, redistribution, and pressure‐dependent demand , 1998 .

[9]  Bryan W. Karney,et al.  Energy and Costs of Leaky Pipes: Toward Comprehensive Picture , 2002 .

[10]  Thomas M. Walski,et al.  The Wrong Paradigm—Why Water Distribution Optimization Doesn't Work , 2001 .

[11]  Larry W. Mays,et al.  Optimization Model for Water Distribution System Design , 1989 .

[12]  Diego Araque,et al.  Water Distribution Network Operational Optimization by Maximizing the Pressure Uniformity at Service Nodes , 2005 .

[13]  Pramod R. Bhave,et al.  Comparison of Methods for Predicting Deficient-Network Performance , 1996 .

[14]  Zoran Kapelan,et al.  Least-Cost Design of Water Distribution Networks under Demand Uncertainty , 2005 .

[15]  George Germanopoulos,et al.  A technical note on the inclusion of pressure dependent demand and leakage terms in water supply network models , 1985 .

[16]  Angus R. Simpson,et al.  Genetic Algorithms for Reliability-Based Optimization of Water Distribution Systems , 2004 .

[17]  Yeou-Koung Tung,et al.  Evaluation of Water Distribution Network Reliability , 1985 .

[18]  Ezio Todini,et al.  Looped water distribution networks design using a resilience index based heuristic approach , 2000 .

[19]  Tiku T. Tanyimboh,et al.  Redundancy model for water distribution systems , 2003, Reliab. Eng. Syst. Saf..

[20]  Enrique Cabrera,et al.  Leakage Assessment through Water Distribution Network Simulation , 2005 .

[21]  Ian C. Goulter Assessing the Reliability of Water Distribution Networks Using Entropy Based Measures of Network Redundancy , 1992 .

[22]  David H. Marks,et al.  Water Distribution Reliability: Simulation Methods , 1988 .

[23]  E Todini,et al.  A more realistic approach to the “extended period simulation” of water distribution networks , 2003 .