dc.contributor.author | Ribarova, I | en |
dc.contributor.author | Ninov, Pl | en |
dc.contributor.author | Volk, M | en |
dc.contributor.author | Melone, F | en |
dc.contributor.author | Moramarco, T | en |
dc.contributor.author | Safiolea, E | en |
dc.contributor.author | Panagopoulos, Y | en |
dc.contributor.author | Zdralewicz, M | en |
dc.contributor.author | Berni, N | en |
dc.contributor.author | Ghinescu, A | en |
dc.date.accessioned | 2014-03-01T02:52:37Z | |
dc.date.available | 2014-03-01T02:52:37Z | |
dc.date.issued | 2010 | en |
dc.identifier.uri | https://dspace.lib.ntua.gr/xmlui/handle/123456789/35956 | |
dc.relation.uri | http://www.scopus.com/inward/record.url?eid=2-s2.0-84859920286&partnerID=40&md5=6bf078c301baf2633081fbb813bc1446 | en |
dc.subject.other | Altitude range | en |
dc.subject.other | Data availability | en |
dc.subject.other | Flood event | en |
dc.subject.other | Flood simulation | en |
dc.subject.other | HEC-HMS | en |
dc.subject.other | High resolution data | en |
dc.subject.other | Mean precipitation | en |
dc.subject.other | Model simulation | en |
dc.subject.other | Rainfall-runoff models | en |
dc.subject.other | Soil data | en |
dc.subject.other | Catchments | en |
dc.subject.other | Floods | en |
dc.subject.other | Measurement errors | en |
dc.subject.other | Runoff | en |
dc.subject.other | Water supply | en |
dc.subject.other | Waterworks | en |
dc.subject.other | Computer simulation | en |
dc.title | Comparison of eight rainfall-runoff models for flood simulations | en |
heal.type | conferenceItem | en |
heal.publicationDate | 2010 | en |
heal.abstract | In the scope of the EU funded project FLOODMED eight rainfall-runoff models (HEC-HMS, Vflo™, TRIMR2D, MISD, MIKE-DRiFT, HSPF, Mike NAM and VIDRA) were applied in flood simulations and were compared using thirteen indicators. In order to account for the varieties of flood-prone catchments, the models were run in seven European catchments, differing in area, altitude ranges and mean precipitation. All models were found to give satisfactory results in terms of precision and applicability. The main problems, common to the simulations of the flood events, were associated with data availability and accuracy (lack of high resolution data of rainfall and streamflow, lack of detailed soil data, and errors in the measurement of stages and discharges for high floods). This underlines the need to: i) improve data availability and quality and ii) consider uncertainty in model simulations. © 2010 Taylor & Francis Group, London. | en |
heal.journalName | Integrating Water Systems - Proceedings of the 10th International on Computing and Control for the Water Industry, CCWI 2009 | en |
dc.identifier.spage | 755 | en |
dc.identifier.epage | 761 | en |
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