Littérature scientifique sur le sujet « Underground fluid storage »
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Articles de revues sur le sujet "Underground fluid storage"
Yang, Shang Yang, et Long Yun Zhang. « Analysis on Rock Mass Around an Underground Crude Oil Storage Caverns in Containment of Groundwater Considering Fluid Solid Coupling ». Advanced Materials Research 588-589 (novembre 2012) : 1918–21. http://dx.doi.org/10.4028/www.scientific.net/amr.588-589.1918.
Texte intégralVolovetskyi, V. B., Ya V. Doroshenko, A. O. Bugai, G. M. Kogut, P. M. Raiter, Y. M. Femiak et R. V. Bondarenko. « Developing measures to eliminate of hydrate formation in underground gas storages ». Journal of Achievements in Materials and Manufacturing Engineering 111, no 2 (1 avril 2022) : 64–77. http://dx.doi.org/10.5604/01.3001.0015.9996.
Texte intégralMohamed, Sameera Mohamed, Hamd-Allah Allah et Hayder Saeed Fukaa Fukaa. « Simulation of underground storage / UM EL-Radhuma Formation-Ratawi field ». Journal of Petroleum Research and Studies 8, no 2 (6 mai 2021) : 65–75. http://dx.doi.org/10.52716/jprs.v8i2.233.
Texte intégralStutz, Hans Henning, Peter Norlyk, Kenneth Sørensen, Lars Vabbersgaard Andersen, Kenny Kataoka Sørensen et Johan Clausen. « Finite element modelling of an energy-geomembrane underground pumped hydroelectric energy storage system ». E3S Web of Conferences 205 (2020) : 07001. http://dx.doi.org/10.1051/e3sconf/202020507001.
Texte intégralSoltanzadeh, M., SJS Hakim, MHW Ibrahim, S. Shahidan, SN Mokhatar et AJMS Lim. « Geomechanical effects of co2 storage in geological structures : two case studies ». International Journal of Engineering & ; Technology 11, no 1 (20 février 2022) : 35–40. http://dx.doi.org/10.14419/ijet.v11i1.31858.
Texte intégralBrkić, Vladislav, Ivan Zelenika, Petar Mijić et Igor Medved. « Underground Gas Storage Process Optimisation with Respect to Reservoir Parameters and Production Equipment ». Energies 14, no 14 (18 juillet 2021) : 4324. http://dx.doi.org/10.3390/en14144324.
Texte intégralMichael, Karsten, Ludovic Ricard, Linda Stalker et Allison Hortle. « The CSIRO In-Situ Laboratory : a field laboratory for derisking underground gas storage ». APPEA Journal 61, no 2 (2021) : 438. http://dx.doi.org/10.1071/aj20144.
Texte intégralGajda, Dawid, et Marcin Lutyński. « Hydrogen Permeability of Epoxy Composites as Liners in Lined Rock Caverns—Experimental Study ». Applied Sciences 11, no 9 (25 avril 2021) : 3885. http://dx.doi.org/10.3390/app11093885.
Texte intégralShang-Yang, Yang, Li Shu-Cai, Xue Yi-Guo et Zhang Qing-Song. « Fluid Solid Coupling Analysis of Large Underground Oil Storage Caverns in Containment of Groundwater ». International Journal of Hybrid Information Technology 9, no 11 (30 novembre 2016) : 415–24. http://dx.doi.org/10.14257/ijhit.2016.9.11.35.
Texte intégralPujades, Estanislao, Angelique Poulain, Philippe Orban, Pascal Goderniaux et Alain Dassargues. « The Impact of Hydrogeological Features on the Performance of Underground Pumped-Storage Hydropower (UPSH) ». Applied Sciences 11, no 4 (17 février 2021) : 1760. http://dx.doi.org/10.3390/app11041760.
Texte intégralThèses sur le sujet "Underground fluid storage"
SERAZIO, CRISTINA. « Application of Virtual Element Methods for geomechanical assessment of fluid storage in deep geological formations ». Doctoral thesis, Politecnico di Torino, 2021. http://hdl.handle.net/11583/2950476.
Texte intégralBressan, Riccardo. « Studio fluidodinamico del confinamento dell'anidride carbonica nel sottosuolo ». Doctoral thesis, Università degli studi di Padova, 2012. http://hdl.handle.net/11577/3422573.
Texte intégralLa capacità di stoccaggio della riserva è il primo parametro di interesse nei progetti di Carbon Capture and Geologic Storage, per cui si ricercano metodi di valutazione efficaci e affidabili. Il presente lavoro si propone di stimare la capacità di stoccaggio di un acquifero salino a partire dalle sue caratteristiche idrologiche e dalle condizioni di temperatura e pressione. Dopo una rassegna bibliografica dei metodi di stima proposti in letteratura, si sviluppa un modello analitico per il moto della CO2nel sottosuolo, e si esegue un’analisi dimensionale che permette di interpretare tale moto. Sulla base del modello analitico è stato scritto un codice di calcolo per la simulazione del comportamento fluidodinamico della CO2 in mezzi porosi inizialmente saturi d’acqua. Ai fini della stima della capacità di stoccaggio, il codice considera i soli meccanismi fluidodinamici di intrappolamento (intrappolamento stratigrafico e intrappolamento capillare). Si tratta dei meccanismi più interessanti dal punto di vista industriale, perché agiscono sul breve periodo. Il codice viene applicato ad alcuni casi di studio significativi per valutare in prima approssimazione la quantità di gas immagazzinabile in un sito. I casi di studio sono derivati in modo statisticamente robusto da un database di oltre 1200 riserve geologiche note, tenendo conto di parametri come la temperatura, la profondità, la permeabilità, la porosità, la salinità. I risultati delle simulazioni sono interpretati alla luce dell’analisi dimensionale sviluppata in precedenza, cercando di trarre indicazioni generali sul processo di confinamento. Si ottengono efficienze volumetriche di stoccaggio fra l’1.4 e il 5.8%.
Kazantsev, Alexandre. « Perturbations d'amplitude du bruit ambiant au droit des hétérogéneités : étude de faisabilité pour l'exploration et la surveillance de réservoirs multi-fluide ». Thesis, Paris Sciences et Lettres (ComUE), 2018. http://www.theses.fr/2018PSLEM075/document.
Texte intégralThis PhD work investigates the possible elastic mechanisms behind the ambient noise amplification above multi-phase fluid reservoirs. Three datasets are analysed above different reservoirs. The observed spectral signature is different in the gas storage and geothermal contexts. A non-supervised algorithm for amplitude spectrum classification is developed, allowing to extract and map the relevant attributes of a multi-phase fluid presence. As a first modelling step, a wavefield characterisation methodology is applied to determine the composition of the ambient noise. It reveals the presence of strong Rayleigh overtones. Numerical 2D elastic modelling is used to simulate the propagation of overtones across a reservoir within a realistic geological structure. The modelled reservoir response is too small compared to the real data. However, the small amplitude perturbations arising in the numerical simulations are successfully inverted for the position of the reservoir, in simple background models. The developed method could in theory be used for imaging small time-lapse amplitude variations (monitoring), despite the obstacles remaining to be overcome before a real-data application. Neither visco-elastic nor 3D effects are adressed. Thus this work does not exclude the possibility of strong reservoir-specific spectral anomalies
Livres sur le sujet "Underground fluid storage"
O, Udegbunam Emmanuel, et Illinois State Geological Survey, dir. Integrated geological and engineering study and reservoir simulation of the St. Peter Sandstone Gas Storage Reservoir at the Hillsboro Field, Montgomery County, Illinois. Champaign, IL : Illinois State Geological Survey, 2001.
Trouver le texte intégralW, Tyler S., et Environmental Monitoring Systems Laboratory (Las Vegas, Nev.), dir. Processes affecting subsurface transport of leaking underground tank fluids. Las Vegas, NV : Environmental Monitoring Systems Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, 1988.
Trouver le texte intégralChapitres de livres sur le sujet "Underground fluid storage"
Wang, Yun, Jun Li, Yan Liu, Guangqiang Cao et Nan Li. « Study on Self-repairing Annulus Protection Fluid in Underground Gas Storage Wells ». Dans Springer Series in Geomechanics and Geoengineering, 1429–36. Singapore : Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-7560-5_131.
Texte intégral« Main Characteristics of an Aquifer The main function of the aquifer is to provide underground storage for the retention and release of gravitational water. Aquifers can be characterized by indices that reflect their ability to recover moisture held in pores in the earth (only the large pores give up their water easily). These indices are related to the volume of exploitable water. Other aquifer characteristics include : • Effective porosity corresponds to the ratio of the volume of “gravitational” water at saturation, which is released under the effect of gravity, to the total volume of the medium containing this water. It generally varies between 0.1% and 30%. Effective porosity is a parameter determined in the laboratory or in the field. • Storage coefficient is the ratio of the water volume released or stored, per unit of area of the aquifer, to the corresponding variations in hydraulic head 'h. The storage coefficient is used to characterize the volume of useable water more precisely, and governs the storage of gravitational water in the reservoir voids. This coefficient is extremely low for confined groundwater ; in fact, it represents the degree of the water compression. • Hydraulic conductivity at saturation relates to Darcy’s law and characterizes the effect of resistance to flow due to friction forces. These forces are a function of the characteristics of the soil matrix, and of the fluid viscosity. It is determined in the laboratory or directly in the field by a pumping test. • Transmissivity is the discharge of water that flows from an aquifer per unit width under the effect of a unit of hydraulic gradient. It is equal to the product of the saturation hydraulic conductivity and of the thickness (height) of the groundwater. • Diffusivity characterizes the speed of the aquifer response to a disturbance : (variations in the water level of a river or the groundwater, pumping). It is expressed by the ratio between the transmissivity and the storage coefficient. Effective and Fictitious Flow Velocity : Groundwater Discharge As we saw earlier in this chapter, water flow through permeable layers in saturated zones is governed by Darcy’s Law. The flow velocity is in reality the fictitious velocity of the water flowing through the total flow section. Bearing in mind that a section is not necessarily representative of the entire soil mass, Figure 7.7 illustrates how flow does not follow a straight path through a section ; in fact, the water flows much more rapidly through the available pathways (the tortuosity effect). The groundwater discharge Q is the volume of water per unit of time that flows through a cross-section of aquifer under the effect of a given hydraulic gradient. The discharge of a groundwater aquifer through a specified soil section can be expressed by the equation : ». Dans Hydrology, 229–30. CRC Press, 2010. http://dx.doi.org/10.1201/b10426-57.
Texte intégralActes de conférences sur le sujet "Underground fluid storage"
Mahmud, Roohany, Mustafa Erguvan et David W. MacPhee. « Underground CSP Thermal Energy Storage ». Dans ASME 2019 Power Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/power2019-1879.
Texte intégralSimon, S. C., L. Räss, Y. Y. Podladchikov, A. Souche et V. Yarushina. « Predicting Dynamically Evolving Permeability and Localization of Fluid Flow in Underground Waste Storage Operations ». Dans International Workshop on Geomechanics and Energy. Netherlands : EAGE Publications BV, 2013. http://dx.doi.org/10.3997/2214-4609.20131957.
Texte intégralOkoroafor, Esuru Rita, Tae Wook Kim, Negar Nazari, Hannah Yuh Watkins, Sarah D. Saltzer et Anthony R. Kovscek. « Assessing the Underground Hydrogen Storage Potential of Depleted Gas Fields in Northern California ». Dans SPE Annual Technical Conference and Exhibition. SPE, 2022. http://dx.doi.org/10.2118/209987-ms.
Texte intégralAli, Hussameldin, Zakaria Hamdi, Oluwole Talabi, Gillian Pickup et Saiful Nizam. « Comprehensive Approach for Modeling Underground Hydrogen Storage in Depleted Gas Reservoirs ». Dans SPE Asia Pacific Oil & Gas Conference and Exhibition. SPE, 2022. http://dx.doi.org/10.2118/210638-ms.
Texte intégralWang, Shen, Necip O. Akinci, William H. Johnson et Luis M. Moreschi. « Design of Nuclear Safety-Related Underground Diesel Fuel Oil Storage Tanks ». Dans ASME 2010 Power Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/power2010-27042.
Texte intégralBamberger, Judith Ann, Leonard F. Pease et Carl W. Enderlin. « Developing a Borehole Miner Extendible-Nozzle Sluicer for Radioactive Waste Dislodging and Retrieval From Underground Storage Tanks ». Dans ASME 2017 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/imece2017-70672.
Texte intégralChen, Dong, Wei Zhou, Ji Luo, Zhaoting Huang, Hanbing Xu, Ying Fu, Ronghong Cheng et al. « Application of 4D Geomechanical Modelling for Fault Critical Re-Active Stress Evaluation in Underground Gas Storage ». Dans ADIPEC. SPE, 2022. http://dx.doi.org/10.2118/211019-ms.
Texte intégralBusollo, Carlo, Stefano Mauro, Andrea Nesci, Leonardo Sabatino Scimmi et Emanuele Baronio. « Development of a Digital Twin for Well Integrity Management in Underground Gas Storage Fields ». Dans SPE Annual Technical Conference and Exhibition. SPE, 2021. http://dx.doi.org/10.2118/206252-ms.
Texte intégralMoradi, Babak. « Study of Gas Injection Effects on Rock and Fluid of a Gas Condensate Reservoir during Underground Gas Storage Process ». Dans Latin American and Caribbean Petroleum Engineering Conference. Society of Petroleum Engineers, 2009. http://dx.doi.org/10.2118/121830-ms.
Texte intégralSingh, Shobhana, et Kim Sørensen. « Dynamic Performance Analysis of Large-Scale Packed Bed Truncated Conical Thermal Energy Storage ». Dans ASME-JSME-KSME 2019 8th Joint Fluids Engineering Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/ajkfluids2019-5680.
Texte intégralRapports d'organisations sur le sujet "Underground fluid storage"
Guidati, Gianfranco, et Domenico Giardini. Joint synthesis “Geothermal Energy” of the NRP “Energy”. Swiss National Science Foundation (SNSF), février 2020. http://dx.doi.org/10.46446/publication_nrp70_nrp71.2020.4.en.
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