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Comparison of eight rainfall-runoff models for flood simulations

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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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