prikaz prve stranice dokumenta Proračun procjeđivanja vode kroz nasip metodom konačnih elemenata
Access restricted to students and staff of home institution
master's thesis
Proračun procjeđivanja vode kroz nasip metodom konačnih elemenata
diplomski rad
Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2021. urn:nbn:hr:123:630882
Jurić, Josipa
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Hydromechanics and Hydraulics

Institutional repository: FCEAG Repository

Cite this document

Jurić, J. (2021). Proračun procjeđivanja vode kroz nasip metodom konačnih elemenata : diplomski rad (Master's thesis). Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy. Retrieved from https://urn.nsk.hr/urn:nbn:hr:123:630882

Jurić, Josipa. "Proračun procjeđivanja vode kroz nasip metodom konačnih elemenata : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2021. https://urn.nsk.hr/urn:nbn:hr:123:630882

Jurić, Josipa. "Proračun procjeđivanja vode kroz nasip metodom konačnih elemenata : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2021. https://urn.nsk.hr/urn:nbn:hr:123:630882

Jurić, J. (2021). 'Proračun procjeđivanja vode kroz nasip metodom konačnih elemenata : diplomski rad', Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 02 August 2024, https://urn.nsk.hr/urn:nbn:hr:123:630882

Jurić J. Proračun procjeđivanja vode kroz nasip metodom konačnih elemenata : diplomski rad [Master's thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2021 [cited 2024 August 02] Available at: https://urn.nsk.hr/urn:nbn:hr:123:630882

J. Jurić, "Proračun procjeđivanja vode kroz nasip metodom konačnih elemenata : diplomski rad", Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, 2021. Available at: https://urn.nsk.hr/urn:nbn:hr:123:630882

Metadata
TitleProračun procjeđivanja vode kroz nasip metodom konačnih elemenata : diplomski rad
Title (english)Analysis of Water Leakage through the Embankment by the Finite Element Method : Master's Thesis
AuthorJosipa Jurić
MentorDavor Bojanić (mentor)
Committee memberDavor Bojanić (predsjednik povjerenstva)
Committee memberVesna Denić-Jukić (član povjerenstva)
Committee memberIvo Andrić (član povjerenstva)
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Hydromechanics and Hydraulics)
Split
Defense date and country2021-02-26, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Hydrotechnology
Abstract
U ovom diplomskom radu prikazan je hidrotehnički nasip trajno opterećen hidrostatskim tlakom s jedne strane. Numerička metoda modeliranja koja je korištena za analizu vode u nasipu je metoda konačnih elemenata. Primijenjeni su trokutni konačni elementi, proveden je proračun matrice vodljivosti G^e, zadani su rubni uvjeti, te je proveden izračun potencijala, odnosno vrijednosti strujne funkcije. Model je izrađen u programskom jeziku FORTRAN95. Prvo je pretpostavljen položaj gornje rubne strujnice (slobodno vodno lice), a nakon što je dobiveno programsko rješenje, strujnica slobodnog vodnog lica prilagođena je rješenju. Postupak se ponavlja dok razlika između pretpostavljene i dobivene strujnice slobodnog vodnog lica ne bude manja od 3 (mm). Rezultati proračuna svake iteracije te mreža ekvipotencijala i strujnica izračunatih u nasipu su prikazani grafički.
Abstract (english)
In this diploma thesis, the hydrotechnical embankment permanently loaded with hydrostatic pressure on one side is presented. The method of numerical modeling used for the analysis of water in the embankment is the finite element method. Triangular finite elements were applied, the conductivity matrix G^e was calculated, boundary conditions were given, and the calculation of the potential, ie the value of the current function was performed. The model is made in the FORTRAN95 programming language. In the first step, the position of the upper edge stream (free water face) was assumed, and after the software solution was obtained, the free water face stream was adjusted to the solution. The procedure is repeated until the difference between the assumed and the obtained free water face stream is less than 2 (mm). In this paper, the results of the calculation of each iteration and the network of equipotentials and streams calculated in the embankment are shown graphically.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:123:630882
Study programmeTitle: Civil Engineering
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra 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
Public notePredmet: Hidraulika
Created on2021-03-24 09:14:53