Izdelava geomehanskega modela za visokotlačno podzemno skladišče zemeljskega plina za potrebe Termoelektrarne Brestanica : diplomsko delo

Miklavčič, Tadeja (author), Fifer Bizjak, Karmen (mentor)

Prve ideje o izgradnji visokotlačnega skladišča zemeljskega plina na Reštanju oz. pod vzpetino Gradec v krajevni skupnosti Senovo segajo v leto 2004. Ob visokotlačnem podzemnem skladišču najprej pomislimo na trdno hribino, ki je npr. iz granitnih kamnin, vendar pa so raziskave na Švedskem pokazale, da je visokotlačna skladišča zemeljskega plina možno zgraditi tudi v karbonatnih kamninah. V diplomskem delu sem se osredotočila na vpliv višine nadkritja in delovnega tlaka, ki se vzpostavi ob izkopu ter polnitvi visokotlačnega skladišča zemeljskega plina na pomike in napetostno stanje v hribini ter na luščenje kamnine. Izdelala sem osemnajst geomehanskih modelov. Geomehanski modeli so bili izdelani z metodo robnih elementov z numeričnim programom Examine2D podjetja Rocscience. Vsak geomehanski model je kombinacija različnih višin nadkritij in obremenitev oz. delovnih tlakov. Za vsak model so bile opravljene podrobne analize, v katerih sem sledila spremembam pomikov in napetosti ter stabilnosti izkopa glede na kriterij luščenja v štirih kontrolnih točkah. Poleg opravljenih analiz so v diplomskem delu podrobno opisane geografske in geološke značilnosti predvidenega območja gradnje ter postopek inženirsko-geološkega popisa hribine in določitve hribinskih tipov. Med drugim so predstavljene tudi tri uporabljene klasifikacije hribin: RQD (Rock Quality Designation index), RMR (Rock Mass Rating) in GSI (geološki trdnostni indeks). Analiza modelov je pokazala, da se z višino nadkritja pomiki v hribini bistveno ne izboljšujejo oz. ta nima velikega vpliva na rezultate. Delovni tlak ima veliko večji vpliv, in sicer tako pozitiven kot negativen. Glede na rezultate ugotavljam, da je optimalni delovni tlak v mejah med 10 in 15 MPa.

• Language: Slovenian
• Keywords: visokotlačno podzemno skladišče zemeljskega plina, geomehanske karakteristike hribine, Examine2D, pomiki v hribini, napetosti v hribini, kriterij luščenja
• Work type: Undergraduate thesis
• Typology: 2.11 - Undergraduate Thesis
• Organization: NTF - Faculty of Natural Sciences and Engineering
• Place of publishing: Ljubljana
• Publisher: [T. Miklavčič]
• Year: 2016
• Number of pages: X, 86 f.
• PID: 20.500.12556/RUL-87841
• UDC: 55
• COBISS.SI-ID: 1256030
• Publication date in RUL: 16.12.2016

Secondary language

• Language: English
• Title: The geomechanical model for high-pressure underground storage of natural gas for Termopower station Brestanica

Abstract

The idea of building a high-pressure underground storage of natural gas in Reštanj bellow the Gradec Hill, Senovo community (southeastern Slovenia), was initiated in 2004. Normally, high-pressure underground storages of natural gas are built in strong rocks like granite. But research in Sweden has shown that it is also possible to build a high-pressure underground storage in carbonate rocks. In my diploma thesis I simulated the effect of different heights of overburden and of working pressures produced by filling of the planned storage in Senovo. I have modelled displacements, stress field, and have evaluated spalling criteria. Eighteen geomechanical models were designed using boundary element method with numerical program Examine2D (Rocscience). Each produced model uses a different combination of overburden height and working pressure. For each model I evaluated the displacements, stress field, and the stability of the excavation according to the spalling criterion in four checkpoints. In addition to the analyses carried out in this thesis, detailed geographical and geological characteristics of the planned building area are described along with the processes of engineering geological description of rock masses and determination of rock types. Also, three classifications used in rocks are presented. These standard classifications are: RQD (Rock Quality Designation Index), RMR (Rock Mass Rating) and GSI (Geological Strength Index). Analysis results show that the overburden height does not significantly influence the rock response. Much larger is the imapct of working pressure, both in a negative and positive way. From the modeling results the optimal working pressure is in the range from 10 MPa to 15 MPa.