Stelios G. Vrachimis, Demetrios G. Eliades, M. Polycarpou
{"title":"水运网络的实时水力区间状态估计:一个案例研究","authors":"Stelios G. Vrachimis, Demetrios G. Eliades, M. Polycarpou","doi":"10.5194/DWES-11-19-2018","DOIUrl":null,"url":null,"abstract":"Abstract. Hydraulic state estimation in water distribution networks is the task of\nestimating water flows and pressures in the pipes and nodes of the network\nbased on some sensor measurements. This requires a model of the network as\nwell as knowledge of demand outflow and tank water levels. Due to modeling\nand measurement uncertainty, standard state estimation may result in\ninaccurate hydraulic estimates without any measure of the estimation error.\nThis paper describes a methodology for generating hydraulic state bounding\nestimates based on interval bounds on the parametric and measurement\nuncertainties. The estimation error bounds provided by this method can be\napplied to determine the existence of unaccounted-for water in water\ndistribution networks. As a case study, the method is applied to a modified\ntransport network in Cyprus, using actual data in real time.","PeriodicalId":53581,"journal":{"name":"Drinking Water Engineering and Science","volume":"11 1","pages":"19-24"},"PeriodicalIF":0.0000,"publicationDate":"2017-06-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"19","resultStr":"{\"title\":\"Real-time hydraulic interval state estimation for water transport networks: a case study\",\"authors\":\"Stelios G. Vrachimis, Demetrios G. Eliades, M. Polycarpou\",\"doi\":\"10.5194/DWES-11-19-2018\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Abstract. Hydraulic state estimation in water distribution networks is the task of\\nestimating water flows and pressures in the pipes and nodes of the network\\nbased on some sensor measurements. This requires a model of the network as\\nwell as knowledge of demand outflow and tank water levels. Due to modeling\\nand measurement uncertainty, standard state estimation may result in\\ninaccurate hydraulic estimates without any measure of the estimation error.\\nThis paper describes a methodology for generating hydraulic state bounding\\nestimates based on interval bounds on the parametric and measurement\\nuncertainties. The estimation error bounds provided by this method can be\\napplied to determine the existence of unaccounted-for water in water\\ndistribution networks. As a case study, the method is applied to a modified\\ntransport network in Cyprus, using actual data in real time.\",\"PeriodicalId\":53581,\"journal\":{\"name\":\"Drinking Water Engineering and Science\",\"volume\":\"11 1\",\"pages\":\"19-24\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2017-06-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"19\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Drinking Water Engineering and Science\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.5194/DWES-11-19-2018\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"Engineering\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Drinking Water Engineering and Science","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.5194/DWES-11-19-2018","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"Engineering","Score":null,"Total":0}
Real-time hydraulic interval state estimation for water transport networks: a case study
Abstract. Hydraulic state estimation in water distribution networks is the task of
estimating water flows and pressures in the pipes and nodes of the network
based on some sensor measurements. This requires a model of the network as
well as knowledge of demand outflow and tank water levels. Due to modeling
and measurement uncertainty, standard state estimation may result in
inaccurate hydraulic estimates without any measure of the estimation error.
This paper describes a methodology for generating hydraulic state bounding
estimates based on interval bounds on the parametric and measurement
uncertainties. The estimation error bounds provided by this method can be
applied to determine the existence of unaccounted-for water in water
distribution networks. As a case study, the method is applied to a modified
transport network in Cyprus, using actual data in real time.