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Changes in the hydrological status of the basin due to the application of erosion control works

dc.creatorRadonjić, Jasmina
dc.creatorRistić, Ratko
dc.creatorPolovina, Siniša
dc.date.accessioned2024-12-20T13:09:35Z
dc.date.available2024-12-20T13:09:35Z
dc.date.issued2016
dc.identifier.issn0353-4537
dc.identifier.urihttps://omorika.sfb.bg.ac.rs/handle/123456789/764
dc.description.abstractZaštita zemljišta vegetacijom je primarni faktor za borbu protiv vodne erozije uz neophodnu primenu biotehničkih, tehničkih, administrativnih i planskih mera. Jedan od prvih slivova koji je tretiran radovima za zaštitu od erozije i uređenje bujica je sliv Gradašničke reke. Osnovni parametri za prikaz promena hidrološkog statusa zemljišta su stanje erozije, promena koeficijenta erozije, godišnja produkcija nanosa, specifični godišnji pronos nanosa kroz hidrografsku mrežu, vrednost broja krive oticaja kao i vrednost maksimalnog proticaja. Radovi na zaštiti od erozije i uređenju bujica uticali su na smanjenje vrednosti koeficijenta erozije sa Z=0.99 (jaka erozija) na Z=0.40 (slaba erozija), kao i na redukovanje vrednosti maksimalnog proticaja sa Qmax(1956)=108,12 m3/s na vrednost do Qmax(2014)=87.2 m3/s.sr
dc.description.abstractProtection of land with vegetation is the primary factor in the fight against water erosion with necessary application of biotechnical, technical, administrative and planning measures. One of the first basins to be treated with works for the protection against erosion and torrent control is the Gradasnica River basin. The basic parameters to display the changes of the hydrological status of the land are the state of erosion, the change of erosion-coefficient, annual sediment yield, specific annual sediment discharge through the hydrographic network, the value of the runoff curve number and value of the maximal discharge. Works on protection from erosion and regulations of torrents have influenced the decrease in erosion coefficient values from strong erosion (Z=0.99) to the value of weak erosion (Z=0.40), as well as the reduction of the maximum discharge value from Qmax(1956)=108,12m3/s to the value of Qmax(2014)=87.2 m3/s.en
dc.publisherUniverzitet u Beogradu - Šumarski fakultet, Beograd
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.sourceGlasnik Šumarskog fakulteta
dc.subjectprotiverozioni radovisr
dc.subjectmaksimalni proticajsr
dc.subjectkorišćenje zemljištasr
dc.subjectbujične poplavesr
dc.subjecttorrential floodsen
dc.subjectmaximal dischargeen
dc.subjectland useen
dc.subjecterosion control worksen
dc.titlePromene hidrološkog statusa sliva usled primene protiverozionih radovasr
dc.titleChanges in the hydrological status of the basin due to the application of erosion control worksen
dc.typearticle
dc.rights.licenseBY
dc.citation.epage200
dc.citation.issue114
dc.citation.other(114): 189-200
dc.citation.rankM24
dc.citation.spage189
dc.identifier.doi10.2298/GSF1614189R
dc.identifier.fulltextomorika.sfb.bg.ac.rs/bitstream/id/929/761.pdf
dc.identifier.rcubconv_448
dc.type.versionpublishedVersion


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