Quantifying the Economy of Water Supply Looped Networks

The economic advantages of a looped network have not been explicitly considered in the objective function of optimization models found in the literature. This paper introduces a new formulation and methodology in an attempt to give a practical solution to this problem. The new formulation consists of a nonlinear optimization model that is solved by classical differential calculus and the Newton-Raphson technique. An example shows how the looped network can be less costly than a branched one. Previous research usually optimized the network for a given design demand, but the value that should be specified as the desired network reliability has not been reported so far. This work shows how to obtain not only an adequate value for the reliability of a looped network but also the appropriate design demand, based on a thorough cost analysis. A detailed example illustrates the performance of the methodology.

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

[2]  Larry W. Mays,et al.  Optimization-availability-based design of water-distribution networks , 1992 .

[3]  D. Ouazar,et al.  Reliability tester for water-distribution networks , 1996 .

[4]  I. C. Goulter,et al.  Systems Analysis in Water‐Distribution Network Design: From Theory to Practice , 1992 .

[5]  S. Bhatt,et al.  Entropy-Based Redundancy Measures in Water-Distribution Networks , 1991 .

[6]  K. Lansey,et al.  Reliability‐Based Optimization Model for Water Distribution Systems , 1987 .

[7]  Andrew B. Templeman,et al.  Discussion of Optimization of Looped Water Distribution Systems by Gerald E. Quindry, Jon C. Liebman and E. Downey Brill , 1982 .

[8]  Tiku T. TANY1MBOH,et al.  A QUANTIFIED ASSESSMENT OF THE RELATIONSHIP BETWEEN THE RELIABILITY AND ENTROPY OF WATER DISTRIBUTION SYSTEMS , 2000 .

[9]  Kaj Madsen,et al.  Optimization of pipe networks , 1991, Math. Program..

[10]  Pramod R. Bhave,et al.  Reliability-Based Design of Water-Distribution Systems , 1996 .

[11]  Lawrence L. Kupper,et al.  Probability, statistics, and decision for civil engineers , 1970 .

[12]  E. Downey Brill,et al.  Optimization of Looped Water Distribution Systems , 1981 .

[13]  Pramod R. Bhave,et al.  Optimal Expansion of Water Distribution Systems , 1985 .

[14]  G. Loganathan,et al.  Design Heuristic for Globally Minimum Cost Water-Distribution Systems , 1995 .

[15]  T. Tanyimboh,et al.  CALCULATING MAXIMUM ENTROPY FLOWS IN MULTI-SOURCE, MULTI-DEMAND NETWORKS , 1999 .

[16]  Larry W. Mays,et al.  Optimal Reliability‐Based Design of Pumping and Distribution Systems , 1990 .

[17]  Larry W. Mays,et al.  Model for Water Distribution System Reliability , 1990 .

[18]  U. Shamir,et al.  Design of optimal water distribution systems , 1977 .

[19]  Pramod R. Bhave,et al.  Reliability Analysis of Water‐Distribution Systems , 1994 .

[20]  Ian C. Goulter,et al.  Reliability Improvements in Design of Water Distribution Networks Recognizing Valve Location , 1991 .

[21]  T. Watanatada Least-Cost Design of Water Distribution Systems , 1973 .

[22]  I. Goulter,et al.  Reliability-constrained pipe network model , 1990 .

[23]  William F. Rowell,et al.  Obtaining the Layout of Water Distribution Systems , 1982 .

[24]  I. C. Goulter,et al.  Quantitative Approaches to Reliability Assessment in Pipe Networks , 1986 .

[25]  Ian C. Goulter,et al.  Optimal urban water distribution design , 1985 .

[26]  T. Tanyimboh,et al.  Maximum entropy flows for single-source networks , 1993 .

[27]  Chengchao Xu,et al.  Predicting Pipe Failure Effects in Water Distribution Networks , 1993 .