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Lag time on torrential catchments in Serbia

dc.creatorRistić, Ratko
dc.date.accessioned2024-12-20T11:35:44Z
dc.date.available2024-12-20T11:35:44Z
dc.date.issued2003
dc.identifier.issn0353-4537
dc.identifier.urihttps://omorika.sfb.bg.ac.rs/handle/123456789/122
dc.description.abstractMaksimalan proticaj određene verovatnoće pojave Qmax(p) predstavlja osnovni ulazni podatak za projektovanje podužnih i poprečnih objekata u koritima bujičnih tokova. Proračun maksimalnog proticaja Qmax, na neizučenim slivovima, obavlja se najčešće primenom teorije sintetičkog jediničnog hidrograma i SCS metodologije za razdvajanje efektivnih Pe od ukupnih padavina Pb. Analizirana je jedna od osnovnih vremenskih karakteristika velikih voda: vreme kašnjenja tp. Vreme kašnjenja je određeno na osnovu obrade hidrograma i izdvajanja reprezentativnih jediničnih hidrograma na 93 profila. Za isti broj profila su određene neke dominantne fizičko-geografske karakteristike slivova (površina sliva A, dužina sliva po glavnom toku L, odstojanje od težišta do izlaznog profila Lc, uravnati pad rečnog korita Iu, srednji nagib terena u slivu Isr), što je bio osnov za izvođenje različitih zavisnosti (tp=f(L, Lc, Iu); tp=f(L, Lc, Iu Isr)). Definisan je odnos vremena kašnjenja tp i vremena koncentracije Tc (tp=f(Tc)).sr
dc.description.abstractMaximal discharge Qmax(p) is the basic input data for designing longitudinal and transversal objects in torrential beds. Calculation of maximal discharge Qmax, on unstudied catchments, is carrying out by usage the theory of synthetic unit hidrograph and SCS methodology for separation effective rain Pe by total rainfall Pb. One of the basic time characteristics of torrential floods was analyzed: lag time tp. Lag time tp was determined on the basis of processing of hydrographs and deriving representative unit hydrographs, on 93 control profiles. Dominant physical-geography characteristics were determined: magnitude of the catchment area A, length of the catchment area along the main stream L, the distance from the centroid of the catchment area to the outlet profile Lc, average slope of the river bed Iu, average slope of terrain on the catchment area Isr. Lag time and dominant physical-geography characteristics were the basis for deriving some equations with regional significance (tp=f(L, Lc, Iu); tp=f(L, Lc, Iu, Isr)). The relation between lag time tp and time of concentration Tc was determined (tp=f(Tc)).en
dc.publisherUniverzitet u Beogradu - Šumarski fakultet, Beograd
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.sourceGlasnik Šumarskog fakulteta
dc.subjectvreme kašnjenjasr
dc.subjectmaksimalan proticajsr
dc.subjectjedinični hidrogramsr
dc.subjectbujična poplavasr
dc.subjectunit hydrographen
dc.subjecttorrential flooden
dc.subjectmaximal dischargeen
dc.subjectlag timeen
dc.titleVreme kašnjenja oticaja na bujičnim slivovima u Srbijisr
dc.titleLag time on torrential catchments in Serbiaen
dc.typearticle
dc.rights.licenseBY
dc.citation.epage65
dc.citation.issue87
dc.citation.other(87): 51-65
dc.citation.spage51
dc.identifier.doi10.2298/GSF0387051R
dc.identifier.fulltextomorika.sfb.bg.ac.rs/bitstream/id/159/119.pdf
dc.identifier.rcubconv_138
dc.type.versionpublishedVersion


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