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Title:Vpliv obremenitev podtalnice in povoznosti na obliko podzemnega rezervoarja : diplomsko delo
Authors:ID Banfi, Saša (Author)
ID Borovinšek, Matej (Mentor) More about this mentor... New window
ID Gomboc, Timi (Co-mentor)
Files:.pdf UN_Banfi_Sasa_2022.pdf (5,46 MB, This file will be accessible after 26.08.2025)
MD5: 3B008E4C099C3CFCACD138EA740AD4AC
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FS - Faculty of Mechanical Engineering
Abstract:Diplomska naloga zajema statično analizo polietilenskega rezervoarja, ki je obremenjen s tlačno obremenitvijo, ki jo povzročata podtalna voda in dodatna obremenitev nad rezervoarjem. Uporabljena je bila ena oblika rezervoarja, ki ga proizvaja podjetje Roto Eco d. o. o., in je testiran na omenjene obremenitve v programskem okolju PrePoMax. Za končno primerjavo rezultatov so bile narejene štiri različne variacije, pri katerih smo spreminjali pogoje vpetja in delovanje posameznih obremenitev. V skladu z opravljenimi preračuni smo določili, da je rezervoar za navedene obremenitve ustrezno dimenzioniran, saj dopustna napetost nikoli ni presežena.
Keywords:rezervoar, podtalnica, povoznost, statična analiza, metoda končnih elementov
Place of publishing:Maribor
Place of performance:Maribor
Publisher:[S. Banfi]
Year of publishing:2022
Number of pages:1 spletni vir (1 datoteka PDF (XII, 44 f.))
PID:20.500.12556/DKUM-82449 New window
COBISS.SI-ID:156435203 New window
Publication date in DKUM:14.09.2022
Categories:KTFMB - FS
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License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:22.08.2022

Secondary language

Title:The influence of groundwater and drive-over load on the shape of the underground water tank
Abstract:This thesis covers the static analysis of polyethylene underground water tank subjected to a compressive load caused by the groundwater and additional load above the tank. One tank design manufactured by Roto Eco d.o.o. was analysed under these loads in the PrePoMax software environment. For the final comparison of the results, four different variations were made, varying boundary conditions and the action of individual loads. According to calculations we carried out, we have determined that the tank is adequately designed to sustain the applied loads as the permissible stress limit is never exceeded.
Keywords:water tank, groundwater, drive-over load, static analysis, finite element analysis


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