2012
DOI: 10.1016/j.seps.2012.02.001
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Mitigating shortage and distribution costs in damaged water networks

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Cited by 12 publications
(5 citation statements)
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References 35 publications
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“…Falasca & Zobel (2012) approached the specific problem of volunteer assignment which, until now, has been equally neglected. In their paper, Turner et al (2012) proposed a water distribution using pressurized zones to satisfy the demand in uncovered areas. Sheu (2010) and Xu et al (2010) presented a very interesting and useful proposition to manage and forecast demand.…”
Section: Other Contributionsmentioning
confidence: 99%
“…Falasca & Zobel (2012) approached the specific problem of volunteer assignment which, until now, has been equally neglected. In their paper, Turner et al (2012) proposed a water distribution using pressurized zones to satisfy the demand in uncovered areas. Sheu (2010) and Xu et al (2010) presented a very interesting and useful proposition to manage and forecast demand.…”
Section: Other Contributionsmentioning
confidence: 99%
“…Моделі змішаного цілочисельного нелінійного програмування (Mixed Integer Nonlinear Programming -MINLP) поєднують властивості MIP та NLP, використовуючи цілочисельні та неперервні змінні разом з принаймні одним нелінійним обмеженням чи нелінійною цільовою функцією [51,52]. Для моделювання водної мережі пропонується задача мінімізації зважених витрат дефіциту води і перевезення води вантажівками [51], яка лінеаризується і розв'язується як MIP.…”
Section: оптимізація критичних інфраструктурunclassified
“…Previous researches on water supply networks have been performed in the aspects that follow: (1) Seismic response and seismic reliability of buried water pipelines [10][11][12]; (2) seismic connectivity reliability, hydraulic function reliability, and seismic service performance [13,14]; (3) performance-based seismic design [15,16]; (4) post-earthquake function recovery [17][18][19][20]. The above aspects belong to seismic performance research or optimal design of the WSN in earthquake scenarios, which are carried out by the way of theoretical calculation, numerical simulation, and intelligent optimization algorithms [10,20,21], taking external environments (i.e., seismic hazard and site types) and structural attributes of pipes into account. In reality, however, the information that we obtain is incomplete, and the earthquake or the site condition also has highly random characteristics.…”
Section: Introductionmentioning
confidence: 99%