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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F12%3A00195514%21RIV13-MSM-21110___
rdf:type
skos:Concept n9:Vysledek
dcterms:description
The paper presents essential differences in the small catchment model behaviour depending on the assumed runoff procedure, i.e. infiltration and/or saturation excess. It suggests appropriate model structure and way to obtain required boundary conditions. Recently still more attention has been paid to the flood mitigation measures applied at the point of flood's origin - in the small catchments. Prediction of the small catchment behaviour under variety of conditions requires reliable hydrological model, since long time series of data are rather rare. Simple models do not seem to be capable to reflect all necessary variables and their distribution; however more comprehensive models are usually very demanding with respect to input data. A model of Bykovicky stream catchment (6.3 km2) was built in the physically based distributed model GSSHA. From two years of rainfall-runoff data several events were selected and used for model calibration. Gradually model was changed in order to better explain observed data. First modelling outcomes suggested significant influence of saturation excess on flood hydrographs in most of modelled scenarios. For its inclusion the model needs to contain groundwater related processes, but the data on groundwater table position was not available. Therefore simple method how to obtain it was proposed and tested. The paper discusses achievements of this modelling experiment. The paper presents essential differences in the small catchment model behaviour depending on the assumed runoff procedure, i.e. infiltration and/or saturation excess. It suggests appropriate model structure and way to obtain required boundary conditions. Recently still more attention has been paid to the flood mitigation measures applied at the point of flood's origin - in the small catchments. Prediction of the small catchment behaviour under variety of conditions requires reliable hydrological model, since long time series of data are rather rare. Simple models do not seem to be capable to reflect all necessary variables and their distribution; however more comprehensive models are usually very demanding with respect to input data. A model of Bykovicky stream catchment (6.3 km2) was built in the physically based distributed model GSSHA. From two years of rainfall-runoff data several events were selected and used for model calibration. Gradually model was changed in order to better explain observed data. First modelling outcomes suggested significant influence of saturation excess on flood hydrographs in most of modelled scenarios. For its inclusion the model needs to contain groundwater related processes, but the data on groundwater table position was not available. Therefore simple method how to obtain it was proposed and tested. The paper discusses achievements of this modelling experiment. The paper presents essential differences in the small catchment model behaviour depending on the assumed runoff procedure, i.e. infiltration and/or saturation excess. It suggests appropriate model structure and way to obtain required boundary conditions. Recently still more attention has been paid to the flood mitigation measures applied at the point of flood's origin - in the small catchments. Prediction of the small catchment behaviour under variety of conditions requires reliable hydrological model, since long time series of data are rather rare. Simple models do not seem to be capable to reflect all necessary variables and their distribution; however more comprehensive models are usually very demanding with respect to input data. A model of Bykovicky stream catchment (6.3 km2) was built in the physically based distributed model GSSHA. From two years of rainfall-runoff data several events were selected and used for model calibration. Gradually model was changed in order to better explain observed data. First modelling outcomes suggested significant influence of saturation excess on flood hydrographs in most of modelled scenarios. For its inclusion the model needs to contain groundwater related processes, but the data on groundwater table position was not available. Therefore simple method how to obtain it was proposed and tested. The paper discusses achievements of this modelling experiment.
dcterms:title
Role of infiltration and saturation excess in rainfall-runoff modeling in small catchments Role of infiltration and saturation excess in rainfall-runoff modeling in small catchments Role of infiltration and saturation excess in rainfall-runoff modeling in small catchments
skos:prefLabel
Role of infiltration and saturation excess in rainfall-runoff modeling in small catchments Role of infiltration and saturation excess in rainfall-runoff modeling in small catchments Role of infiltration and saturation excess in rainfall-runoff modeling in small catchments
skos:notation
RIV/68407700:21110/12:00195514!RIV13-MSM-21110___
n9:predkladatel
n10:orjk%3A21110
n3:aktivita
n11:S n11:P
n3:aktivity
P(LD11031), S
n3:dodaniDat
n8:2013
n3:domaciTvurceVysledku
n12:1657216 n12:7820755
n3:druhVysledku
n14:D
n3:duvernostUdaju
n4:S
n3:entitaPredkladatele
n15:predkladatel
n3:idSjednocenehoVysledku
166010
n3:idVysledku
RIV/68407700:21110/12:00195514
n3:jazykVysledku
n19:cze
n3:klicovaSlova
flood protection; small catchments; rainfall-runoff modeling; infiltration excess; saturation excess
n3:klicoveSlovo
n16:saturation%20excess n16:rainfall-runoff%20modeling n16:infiltration%20excess n16:flood%20protection n16:small%20catchments
n3:kontrolniKodProRIV
[F151A7F56A44]
n3:mistoKonaniAkce
Košice
n3:mistoVydani
Košice
n3:nazevZdroje
Young Scientist 2012
n3:obor
n20:DA
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n21:LD11031
n3:rokUplatneniVysledku
n8:2012
n3:tvurceVysledku
Strouhal, Luděk David, Václav
n3:typAkce
n13:WRD
n3:zahajeniAkce
2012-05-22+02:00
s:numberOfPages
6
n18:hasPublisher
Technická univerzita v Košiciach. Stavebná fakulta
n22:isbn
978-80-553-0904-0
n7:organizacniJednotka
21110