<Record><identifier xmlns="http://purl.org/dc/elements/1.1/">URN:NBN:SI:doc-4KUHCUJ0</identifier><date>2018</date><creator>Brenčič, Mihael</creator><relation>documents/doc/4/URN_NBN_SI_doc-4KUHCUJ0_001.pdf</relation><relation>documents/doc/4/URN_NBN_SI_doc-4KUHCUJ0_001.txt</relation><format format_type="issue">2</format><format format_type="volume">61</format><format format_type="type">article</format><format format_type="extent">str. 205-214</format><identifier identifier_type="ISSN">0016-7789</identifier><identifier identifier_type="COBISSID">1450334</identifier><identifier identifier_type="URN">URN:NBN:SI:doc-4KUHCUJ0</identifier><language>eng</language><publisher>Geološki zavod Slovenije</publisher><source>Geologija</source><rights>BY</rights><subject language_type_id="slv">matematične metode</subject><subject language_type_id="slv">modeli</subject><subject language_type_id="slv">podzemne vode</subject><subject language_type_id="slv">vodnjaki</subject><subject language_type_id="slv">vodonosniki</subject><title>Comparison of the fully penetrating well drawdown in leaky aquifers between finite and infinite radius of influence under steady-state pumping conditions</title><title>Primerjava znižanja gladine podzemne vode v hidravlično popolnem vodnjaku v polzaprtem vodonosniku med končnim in neskončnim radijem vpliva pri stacionarnem črpanju</title></Record>