This HTML5 document contains 45 embedded RDF statements represented using HTML+Microdata notation.

The embedded RDF content will be recognized by any processor of HTML5 Microdata.

Namespace Prefixes

PrefixIRI
dctermshttp://purl.org/dc/terms/
n17http://localhost/temp/predkladatel/
n20http://linked.opendata.cz/resource/domain/vavai/riv/tvurce/
n14http://linked.opendata.cz/resource/domain/vavai/projekt/
n16http://linked.opendata.cz/resource/domain/vavai/subjekt/
n15http://linked.opendata.cz/ontology/domain/vavai/
shttp://schema.org/
n5http://linked.opendata.cz/ontology/domain/vavai/riv/
n6http://linked.opendata.cz/resource/domain/vavai/vysledek/RIV%2F68407700%3A21110%2F13%3A00205410%21RIV14-MSM-21110___/
rdfshttp://www.w3.org/2000/01/rdf-schema#
skoshttp://www.w3.org/2004/02/skos/core#
n10http://bibframe.org/vocab/
n2http://linked.opendata.cz/resource/domain/vavai/vysledek/
rdfhttp://www.w3.org/1999/02/22-rdf-syntax-ns#
n8http://linked.opendata.cz/ontology/domain/vavai/riv/klicoveSlovo/
n18http://linked.opendata.cz/ontology/domain/vavai/riv/duvernostUdaju/
xsdhhttp://www.w3.org/2001/XMLSchema#
n21http://linked.opendata.cz/ontology/domain/vavai/riv/jazykVysledku/
n11http://linked.opendata.cz/ontology/domain/vavai/riv/aktivita/
n12http://linked.opendata.cz/ontology/domain/vavai/riv/obor/
n9http://linked.opendata.cz/ontology/domain/vavai/riv/druhVysledku/
n19http://reference.data.gov.uk/id/gregorian-year/

Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F13%3A00205410%21RIV14-MSM-21110___
rdf:type
skos:Concept n15:Vysledek
rdfs:seeAlso
http://www.degruyter.com/view/j/sspjce.2013.8.issue-1/sspjce-2013-0001/sspjce-2013-0001.xml?format=INT
dcterms:description
The paper presents the essential differences in small catchment model behaviour depending on the assumed runoff procedure, i.e. infiltration or saturation excess. It suggests an appropriate model structure and a way to obtain the required boundary conditions. In order to design the flood mitigation measures in small catchments, there is a need of reliable prediction of their behaviour. Long time series of data are rather rare here and the simple models are usually not capable to reflect all the 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. Out of two years of rainfall-runoff data several events were used for model calibration. Gradually the model was changed in order to explain observed data better. First modelling outcomes suggested a significant influence of saturation excess on flood hydrographs in most of the scenarios. In order to reflect this, the model needs to contain groundwater related processes, but the data on groundwater table position was not available. Therefore a simple method how to obtain it was proposed and tested. The paper discusses the achievements of this modelling experiment. The paper presents the essential differences in small catchment model behaviour depending on the assumed runoff procedure, i.e. infiltration or saturation excess. It suggests an appropriate model structure and a way to obtain the required boundary conditions. In order to design the flood mitigation measures in small catchments, there is a need of reliable prediction of their behaviour. Long time series of data are rather rare here and the simple models are usually not capable to reflect all the 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. Out of two years of rainfall-runoff data several events were used for model calibration. Gradually the model was changed in order to explain observed data better. First modelling outcomes suggested a significant influence of saturation excess on flood hydrographs in most of the scenarios. In order to reflect this, the model needs to contain groundwater related processes, but the data on groundwater table position was not available. Therefore a simple method how to obtain it was proposed and tested. The paper discusses the achievements of this modelling experiment.
dcterms:title
Role of Infiltration and Saturation Excess in Rainfall-Runoff Modelling in Small Catchments Role of Infiltration and Saturation Excess in Rainfall-Runoff Modelling in Small Catchments
skos:prefLabel
Role of Infiltration and Saturation Excess in Rainfall-Runoff Modelling in Small Catchments Role of Infiltration and Saturation Excess in Rainfall-Runoff Modelling in Small Catchments
skos:notation
RIV/68407700:21110/13:00205410!RIV14-MSM-21110___
n15:predkladatel
n16:orjk%3A21110
n5:aktivita
n11:S n11:P
n5:aktivity
P(LD11031), S
n5:cisloPeriodika
1
n5:dodaniDat
n19:2014
n5:domaciTvurceVysledku
n20:1657216 n20:7820755
n5:druhVysledku
n9:J
n5:duvernostUdaju
n18:S
n5:entitaPredkladatele
n6:predkladatel
n5:idSjednocenehoVysledku
103322
n5:idVysledku
RIV/68407700:21110/13:00205410
n5:jazykVysledku
n21:eng
n5:klicovaSlova
flood protection; small catchments; rainfall-runoff modelling; infiltration excess; saturation excess
n5:klicoveSlovo
n8:flood%20protection n8:rainfall-runoff%20modelling n8:small%20catchments n8:saturation%20excess n8:infiltration%20excess
n5:kodStatuVydavatele
SK - Slovenská republika
n5:kontrolniKodProRIV
[0C9751063055]
n5:nazevZdroje
Selected Scientific Papers - Journal of Civil Engineering
n5:obor
n12:DA
n5:pocetDomacichTvurcuVysledku
2
n5:pocetTvurcuVysledku
2
n5:projekt
n14:LD11031
n5:rokUplatneniVysledku
n19:2013
n5:svazekPeriodika
8
n5:tvurceVysledku
Strouhal, Luděk David, Václav
s:issn
1336-9024
s:numberOfPages
8
n10:doi
10.2478/sspjce-2013-0001
n17:organizacniJednotka
21110