prikaz prve stranice dokumenta Idejno rješenje akumulacije i zemljane nasute brane Čitluk
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master's thesis
Idejno rješenje akumulacije i zemljane nasute brane Čitluk
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. urn:nbn:hr:133:421100
Leninger, Ivan
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Hydrotechnics and Ecology

Cite this document

Leninger, I. (2019). Idejno rješenje akumulacije i zemljane nasute brane Čitluk (Master's thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:421100

Leninger, Ivan. "Idejno rješenje akumulacije i zemljane nasute brane Čitluk." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. https://urn.nsk.hr/urn:nbn:hr:133:421100

Leninger, Ivan. "Idejno rješenje akumulacije i zemljane nasute brane Čitluk." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. https://urn.nsk.hr/urn:nbn:hr:133:421100

Leninger, I. (2019). 'Idejno rješenje akumulacije i zemljane nasute brane Čitluk', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 29 March 2023, https://urn.nsk.hr/urn:nbn:hr:133:421100

Leninger I. Idejno rješenje akumulacije i zemljane nasute brane Čitluk [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2019 [cited 2023 March 29] Available at: https://urn.nsk.hr/urn:nbn:hr:133:421100

I. Leninger, "Idejno rješenje akumulacije i zemljane nasute brane Čitluk", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2019. Available at: https://urn.nsk.hr/urn:nbn:hr:133:421100

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Metadata
TitleIdejno rješenje akumulacije i zemljane nasute brane Čitluk
Title (english)Preliminary design of reservoir and earth dam Čitluk
AuthorIvan Leninger
MentorLidija Tadić (mentor)
Committee memberLidija Tadić (predsjednik povjerenstva)
Committee memberMarija Šperac (član povjerenstva)
Committee memberTamara Brleković (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Hydrotechnics and Ecology)
Osijek
Defense date and country2019-09-30, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Hydrotechnology
Abstract
Diplomskim radom predloţeno je idejno rješenje akumulacije i zemljane nasute brane na potoku Čitluk u Vukovarsko-srijemskoj ţupaniji. Za izradu rada korištene su: geodetske, prostorno planske, hidrološke i geomehaničke podloge uz pomoć kojih se pristupilo hidrološkoj, hidrauličkoj i geomehaničkoj analizi. Na temelju maksimalnih protoka 100. i 1000. godišnjih povratnih razdoblja odreĎen je radni volumen akumulacije i zemljane nasute brane koja će se smjestiti na rkm 3 + 386 potoka Čitluk. Provedeno je dimenzioniranje brane s pripadnim graĎevinama (preljev, temeljni ispust, slapište). Uz pomoć programskog paketa Geostudio (SLOPE/W, SEEP/W, SIGMA/W) provedene su analize stabilnosti, proračun procjeĎivanja kroz nasutu branu i naponsko - deformacijska analiza za navedenu branu. Proračun stabilnosti proveden je za slučajeve statičkog i dinamičkog opterećenja. Na temelju provedenih analiza i proračuna utvrĎene su optimalne dimenzije i svojstva brane zadane projektnim zadatkom.
Abstract (english)
The thesis proposes a preliminary design of the storage reservoir and earthfill dam on Čitluk Creek in the Vukovar-Srijem County. In this thesis, geodetic surveying, physical planning, hydrological and geomechanical bases were used to conduct hydrological, hydraulical and geomechanical analyses. On the basis of a peak flow of a 100- and 1000-year recurrence interval, the operating volume of the storage reservoir and earthfill dam, which will be constructed at 3 + 386 RK of Čitluk Creek, was determined. Dimensioning of the dam and related structures (spillway, bottom outlet, stilling basin) was carried out. The GeoStudio software suite (SLOPE / W, SEEP / W, SIGMA / W) was used to perform stability analysis, calculation of seepage (through the earthfill dam and foundation soil), and stress-strain analysis for the said dam. The stability calculation was carried out for the cases of static and dynamic loading. On the basis of all performed analyses and calculations, the optimal dimensions and properties of the dam set by the project assignment have been determined.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:421100
Study programmeTitle: University graduate study in civil engineering; specializations in: Hydraulic engineering, Supporting structures, Construction management and technology, Transportation engineering
Course: Hydraulic 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
RepositoryRepository GrAFOS
Created on2019-10-10 08:35:38