<Record><identifier xmlns="http://purl.org/dc/elements/1.1/">URN:NBN:SI:doc-5XZICL7I</identifier><date>2017</date><creator>Črep, Anja</creator><creator>Kramer Stajnko, Janja</creator><relation>documents/doc/5/URN_NBN_SI_doc-5XZICL7I_001.pdf</relation><relation>documents/doc/5/URN_NBN_SI_doc-5XZICL7I_001.txt</relation><format format_type="type">article</format><format format_type="issue">letn. 66</format><format format_type="extent">str. 234-240</format><identifier identifier_type="ISSN">0017-2774</identifier><identifier identifier_type="COBISSID_HOST">8185441</identifier><identifier identifier_type="URN">URN:NBN:SI:doc-5XZICL7I</identifier><language>slv</language><publisher>Zveza društev gradbenih inženirjev in tehnikov Slovenije</publisher><source>Gradbeni vestnik</source><rights>BY-NC-SA</rights><subject language_type_id="slv">HEC-RAS</subject><subject language_type_id="slv">hidravlična analiza</subject><subject language_type_id="slv">hidrologija</subject><subject language_type_id="slv">vodotoki</subject><title>Comparison of 1d, 2d and combined 1d/2d hydraulic model of selected river section using hec-ras</title><title>Primerjava 1d-, 2d- in kombiniranega hidravličnega 1d/2d-modela na izbranem odseku vodotoka s programom hec-ras</title></Record>