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undergraduate thesis
Proračun maksimalnih protoka na neizučenim slivovima
2018. urn:nbn:hr:157:660265
Sinković, Domagoj
University of Rijeka
Faculty of Civil Engineering

Cite this document

Sinković, D. (2018). Proračun maksimalnih protoka na neizučenim slivovima (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:660265

Sinković, Domagoj. "Proračun maksimalnih protoka na neizučenim slivovima." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2018. https://urn.nsk.hr/urn:nbn:hr:157:660265

Sinković, Domagoj. "Proračun maksimalnih protoka na neizučenim slivovima." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2018. https://urn.nsk.hr/urn:nbn:hr:157:660265

Sinković, D. (2018). 'Proračun maksimalnih protoka na neizučenim slivovima', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 23 December 2024, https://urn.nsk.hr/urn:nbn:hr:157:660265

Sinković D. Proračun maksimalnih protoka na neizučenim slivovima [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2018 [cited 2024 December 23] Available at: https://urn.nsk.hr/urn:nbn:hr:157:660265

D. Sinković, "Proračun maksimalnih protoka na neizučenim slivovima", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2018. Available at: https://urn.nsk.hr/urn:nbn:hr:157:660265

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Metadata
TitleProračun maksimalnih protoka na neizučenim slivovima
Title (english)Maximum discharge calculation on the unstudied catchments
AuthorDomagoj Sinković
MentorNevenka Ožanić (mentor)
MentorIvana Sušanj (komentor)
Committee memberNevenka Ožanić (predsjednik povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2018-09-21, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Hydrotechnology
Abstract
U ovom završnom radu objašnjene su značajke sliva, razlozi pojave velike vode, izučeni sliv, obrada podataka i korištenje empirijskih i teorijskih formula. Za analizu podataka koristili su se sljedeći podaci: prosječna maksimalna vrijednost protoka, standardna devijacija, koeficijent asimetrije i koeficijent varijacij. Za zadani sliv Dubračina su se pomoću analiziranih podataka odredile Čegodajeva empirijska funkcija, te Gumbelova i Pearson III teorijska funkcija. Empirijska funkcija se usporedila s teorijskim. Time se odredilo koja teorijska funkcija bolje odgovara empiriskoj.
Abstract (english)
In this final work, the features of the basin are explained, the reasons for the emergence of large water, data analysis and the use of empirical and theoretical methods. For data analysis, the following data were used: average maximum flow rate, standard deviation, asymmetric coefficient and coefficient of the variation. By the analyzed data, the Čegodajev's empirical function, and Gumbel's and Pearson III theoretical functions, were determined for the basin Dubračina. The empirical functions are compared with theoretical. This determines which theoretical function corresponds better to the empirical one.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:660265
ProjectNumber: 13.05.1.1.03
Title: Hidrologija vodnih resursa i identifikacija rizika od poplava i blatnih tokova na krškom području
Leader: Nevenka Ožanić
Jurisdiction: Croatia
Funder: UNIRI
Study programmeTitle: Civil Engineering
Study programme type: university
Study level: undergraduate
Academic / professional title: sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2018-11-12 12:10:31