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請用此 Handle URI 來引用此文件: http://scholars.ntou.edu.tw/handle/123456789/10934
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dc.contributor.authorChih-Chiang Weien_US
dc.contributor.authorNien-Sheng Hsuen_US
dc.contributor.authorChien-Lin Huangen_US
dc.date.accessioned2020-11-21T06:54:22Z-
dc.date.available2020-11-21T06:54:22Z-
dc.date.issued2014-01-
dc.identifier.issn0920-4741-
dc.identifier.urihttp://scholars.ntou.edu.tw/handle/123456789/10934-
dc.description.abstractAbstract This study proposes a two-stage intelligence-based pumping control (TWOPC) model for real-time pumping operation to solve the complex problem of estimating the desired pump flow and determining the optimal combination of pumps deployed in a flood event. In Stage I of the model, the desired pump flow was forecasted using the multilayer perceptron (MLP) with hydrological information including rainfall and basin runoffs, forebay water levels, and pump flows. In Stage II, the optimal pump combination was forecasted using tree-derived rules obtained from C4.5, classification and regression tree (CART), and chi-squared automatic interaction detection (CHAID) classifiers. The East Chung-Kong pumping station in New Taipei City was used as the study area. The pumping facilities included both submersible and upright axial pumps. The optimal inputoutput patterns, derived from a deterministic pumping operation optimization model, were used to train and validate the proposed TWOPC model. Data for this study were collected from three storms and four typhoons that affected an urban drainage basin. A total of 1,765 records were available. The results indicated that the case with a lag time of 5 min provided the most desirable pump flows in Stage I, and the C4.5 tree-based classifier performed well in Stage II. In addition, Typhoons Sinlaku (2) (2008/9/15) and Jangmi (2008/9/29) were selected for simulating the TWOPC model. The results demonstrated that the TWOPC model provided a more favorable performance than the traditional experienced method did. Overall, the proposed two-stage prediction model successfully addressed the problems of both determining the desired pump flow and optimal pump combination.en_US
dc.language.isoenen_US
dc.relation.ispartofWater Resources Managementen_US
dc.subjectDischargeen_US
dc.subjectPumpingen_US
dc.subjectPredictionen_US
dc.subjectAlgorithmen_US
dc.subjectModelen_US
dc.titleTwo-Stage Pumping Control Model for Flood Mitigation in Inundated Urban Drainage Basinsen_US
dc.typejournal articleen_US
dc.identifier.doi<Go to ISI>://WOS:000329809700009-
dc.identifier.doi<Go to ISI>://WOS:000329809700009-
dc.identifier.doi10.1007/s11269-013-0491-0-
dc.identifier.doi<Go to ISI>://WOS:000329809700009-
dc.identifier.doi<Go to ISI>://WOS:000329809700009-
dc.identifier.url<Go to ISI>://WOS:000329809700009
dc.relation.journalvolume28en_US
dc.relation.journalissue2en_US
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
item.languageiso639-1en-
item.fulltextno fulltext-
item.grantfulltextnone-
item.openairetypejournal article-
crisitem.author.deptCollege of Ocean Science and Resource-
crisitem.author.deptDepartment of Marine Environmental Informatics-
crisitem.author.deptNational Taiwan Ocean University,NTOU-
crisitem.author.deptCenter of Excellence for Ocean Engineering-
crisitem.author.deptData Analysis and Administrative Support-
crisitem.author.orcid0000-0002-2965-7538-
crisitem.author.parentorgNational Taiwan Ocean University,NTOU-
crisitem.author.parentorgCollege of Ocean Science and Resource-
crisitem.author.parentorgNational Taiwan Ocean University,NTOU-
crisitem.author.parentorgCenter of Excellence for Ocean Engineering-
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