<?xml version="1.0"?><rdf:RDF xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:edm="http://www.europeana.eu/schemas/edm/" xmlns:wgs84_pos="http://www.w3.org/2003/01/geo/wgs84_pos" xmlns:foaf="http://xmlns.com/foaf/0.1/" xmlns:rdaGr2="http://rdvocab.info/ElementsGr2" xmlns:oai="http://www.openarchives.org/OAI/2.0/" xmlns:owl="http://www.w3.org/2002/07/owl#" xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:ore="http://www.openarchives.org/ore/terms/" xmlns:skos="http://www.w3.org/2004/02/skos/core#" xmlns:dcterms="http://purl.org/dc/terms/"><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:DOC-OBKTCBN3/51ff2d1d-60ef-4c6e-9a8e-bdb833875fcc/PDF"><dcterms:extent>1016 KB</dcterms:extent></edm:WebResource><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:DOC-OBKTCBN3/71f42054-bb54-4b1a-913b-88966d9df669/TEXT"><dcterms:extent>56 KB</dcterms:extent></edm:WebResource><edm:TimeSpan rdf:about="1999-2025"><edm:begin xml:lang="en">1999</edm:begin><edm:end xml:lang="en">2025</edm:end></edm:TimeSpan><edm:ProvidedCHO rdf:about="URN:NBN:SI:DOC-OBKTCBN3"><dcterms:isPartOf rdf:resource="https://www.dlib.si/details/URN:NBN:SI:spr-WP8SPN4L" /><dcterms:issued>2023</dcterms:issued><dc:creator>Christopher, Cleon</dc:creator><dc:creator>Lidyana, Prilla</dc:creator><dc:creator>Minola Ginting, Bobby</dc:creator><dc:creator>Yudianto, Doddi</dc:creator><dc:creator>Yuebo, Xie</dc:creator><dc:format xml:lang="sl">letnik:36</dc:format><dc:format xml:lang="sl">številka:64</dc:format><dc:format xml:lang="sl">str. 81-94</dc:format><dc:identifier>ISSN:0352-3551</dc:identifier><dc:identifier>COBISSID_HOST:210442755</dc:identifier><dc:identifier>URN:URN:NBN:SI:doc-OBKTCBN3</dc:identifier><dc:language>en</dc:language><dc:publisher xml:lang="sl">Fakulteta za gradbeništvo in geodezijo</dc:publisher><dcterms:isPartOf xml:lang="sl">Acta hydrotechnica</dcterms:isPartOf><dc:subject xml:lang="sl">DEM</dc:subject><dc:subject xml:lang="sl">HEC-RAS</dc:subject><dc:subject xml:lang="sl">Katulampa</dc:subject><dc:subject xml:lang="sl">mrežne padavine</dc:subject><dc:subject xml:lang="en">rain-on-grid</dc:subject><dc:subject xml:lang="sl">sintetični hidrogram enote</dc:subject><dc:subject xml:lang="en">synthetic unit hydrograph</dc:subject><dcterms:temporal rdf:resource="1999-2025" /><dc:title xml:lang="sl">Comparison of flood hydrograph prediction between synthetic unit hydrograph methods and rain-on-grid model for Katulampa watershed, Indonesia| Primerjava napovedi poplavnega hidrograma med metodami sintetičnega hidrograma enote in modelom mrežnih padavin za povodje Katulampa, Indonezija|</dc:title><dc:description xml:lang="sl">In this paper, 6 synthetic unit hydrograph (SUH) methods, namely Snyder, SCS, GAMA-1, ITB-1, ITB-2, and Nakayasu, were compared against a rain-on-grid model (HEC-RAS) for flood hydrograph prediction in the Katulampa watershed, Indonesia. HEC-RAS was used with an open-access, ~30 m resolution digital elevation model (DEM), i.e. the Advanced Land Observing Satellite (ALOS). The relative error of the hydrograph results (peak discharge and time-to-peak) were compared with the observed data, while the errors in the hydrograph’s shape were detected using the Root Mean Square Error (        ) and Pearson Product Moment Correlation (        ). We found that HEC-RAS could predict the flood hydrograph significantly more accurately than the SUH methods, yielding the          value of 1.98 m3 /s and the          value of 0.93. This study remains an interesting example of how modern computational tool can improve the runoff prediction of conventional SUH methods</dc:description><dc:description xml:lang="sl">V tem prispevku smo primerjali šest metod sintetičnih hidrogramov enote (SUH), tj. Snyder, SCS, GAMA-1, ITB-1, ITB-2 in Nakayasu, z modelom mrežnih padavin (HEC-RAS) za napoved poplavnega hidrograma v povodju Katulampa v Indoneziji. HEC-RAS je bil uporabljen z odprtodostopnim digitalnim modelom višine (DEM) z ločljivostjo ~30 m, tj. Advanced Land Observing Satellite (ALOS). Relativno napako rezultatov hidrograma (najvišji pretok in čas do vrha) smo primerjali z opazovanimi podatki, medtem ko smo napake v obliki hidrograma opazovali z uporabo korena povprečne kvadratne napake (RMSE) in Pearsonove korelacije produkta momentov (PPMC). Ugotovili smo, da lahko HEC-RAS napoveduje poplavni hidrogram bistveno natančneje kot metode SUH, saj poda vrednost RMSE 1,98 m3/s in vrednost PPMC 0,93. Ta raziskava dobro ponazarja, kako lahko sodobno računalniško orodje izboljša napoved odtoka z uporabo običajnih metod SUH</dc:description><edm:type>TEXT</edm:type><dc:type xml:lang="sl">znanstveno časopisje</dc:type><dc:type xml:lang="en">journals</dc:type><dc:type rdf:resource="http://www.wikidata.org/entity/Q361785" /></edm:ProvidedCHO><ore:Aggregation rdf:about="http://www.dlib.si/?URN=URN:NBN:SI:DOC-OBKTCBN3"><edm:aggregatedCHO rdf:resource="URN:NBN:SI:DOC-OBKTCBN3" /><edm:isShownBy rdf:resource="http://www.dlib.si/stream/URN:NBN:SI:DOC-OBKTCBN3/51ff2d1d-60ef-4c6e-9a8e-bdb833875fcc/PDF" /><edm:rights rdf:resource="http://creativecommons.org/licenses/by-nc-sa/4.0/" /><edm:provider>Slovenian National E-content Aggregator</edm:provider><edm:intermediateProvider xml:lang="en">National and University Library of Slovenia</edm:intermediateProvider><edm:dataProvider xml:lang="sl">Univerza v Ljubljani, Fakulteta za gradbeništvo in geodezijo</edm:dataProvider><edm:object rdf:resource="http://www.dlib.si/streamdb/URN:NBN:SI:DOC-OBKTCBN3/maxi/edm" /><edm:isShownAt rdf:resource="http://www.dlib.si/details/URN:NBN:SI:DOC-OBKTCBN3" /></ore:Aggregation></rdf:RDF>