School of Applied Sciences, Cranfield University, MK43 0AL, UK.
Chaos. 2011 Mar;21(1):016111. doi: 10.1063/1.3540339.
This paper explores a variety of strategies for understanding the formation, structure, efficiency, and vulnerability of water distribution networks. Water supply systems are studied as spatially organized networks for which the practical applications of abstract evaluation methods are critically evaluated. Empirical data from benchmark networks are used to study the interplay between network structure and operational efficiency, reliability, and robustness. Structural measurements are undertaken to quantify properties such as redundancy and optimal-connectivity, herein proposed as constraints in network design optimization problems. The role of the supply demand structure toward system efficiency is studied, and an assessment of the vulnerability to failures based on the disconnection of nodes from the source(s) is undertaken. The absence of conventional degree-based hubs (observed through uncorrelated nonheterogeneous sparse topologies) prompts an alternative approach to studying structural vulnerability based on the identification of network cut-sets and optimal-connectivity invariants. A discussion on the scope, limitations, and possible future directions of this research is provided.
本文探讨了多种理解供水管网的形成、结构、效率和脆弱性的策略。供水系统被研究为具有空间组织结构的网络,其中抽象评估方法的实际应用受到了严格的评估。基准网络的实证数据用于研究网络结构与运行效率、可靠性和鲁棒性之间的相互作用。结构测量被用来量化冗余和最优连通性等属性,本文将其作为网络设计优化问题中的约束条件。研究了供需结构对系统效率的作用,并根据节点与源(s)的断开情况评估了系统对故障的脆弱性。缺乏基于常规度数的中心节点(通过无关联的非均匀稀疏拓扑观察到)促使我们采用一种基于网络割集和最优连通不变量识别的替代方法来研究结构脆弱性。本文对这项研究的范围、限制和可能的未来方向进行了讨论。