International Journal of Hydrogen Energy, Journal Year: 2025, Volume and Issue: 113, P. 685 - 702
Published: March 1, 2025
Language: Английский
International Journal of Hydrogen Energy, Journal Year: 2025, Volume and Issue: 113, P. 685 - 702
Published: March 1, 2025
Language: Английский
Energy, Journal Year: 2025, Volume and Issue: unknown, P. 134499 - 134499
Published: Jan. 1, 2025
Language: Английский
Citations
2Scientific Reports, Journal Year: 2025, Volume and Issue: 15(1)
Published: Jan. 2, 2025
Abstract Salt caverns are widely regarded as a suitable option for the underground storage of hydrogen. However, an accurate assessment hydrogen leakage through walls salt into surrounding formations remains crucial. In this work, flow formation is evaluated by assuming that rock consists bundles tortuous nano-capillary tubes. A formulation was then proposed to model in linear and radial domains. The formulations based on newly unified gas valid entire range Knudsen numbers accounts slippage, bulk diffusion, diffusion. finite-difference approximation with iterative procedure used treat nonlinearity solve presented formulations. were validated against experimental data reported literature. results obtained indicated over wide pore radii operating pressures temperatures, slippage regime must be considered. cavern relevant dimensions conditions, cumulative after 30 years cyclic only 0.36% maximum capacity. It also noticed most leaked would back at times when pressure lower than pressure, e.g. during production subsequent idle times. At low very tight rock, diffusion important mechanism transport. high though, viscous became predominant mechanism. presence thin interlayer such mudstone, carbonate, anhydrite body can have significant impact amount leakage. appeared although increasing from 120 135 bar led 11.9% increase capacity, loss increased significantly 0.007% bar. Furthermore, absolute rate natural higher storage, relative relation capacity much lower. compared storage. study help better understanding it comes large-scale
Language: Английский
Citations
1Mining, Journal Year: 2025, Volume and Issue: 5(1), P. 9 - 9
Published: Jan. 22, 2025
With the issue of energy shortages becoming increasingly serious, need to shift sustainable and clean sources has become urgent. However, due intermittent nature most renewable sources, developing underground hydrogen storage (UHS) systems as backup solutions offers a promising solution. The thick regionally extensive salt deposits in Unit B Southern Ontario, Canada, have demonstrated significant potential for supporting such systems. Based on stratigraphy statistics unit B, this study investigates feasibility stability caverns, focusing effects cavern shape, geometric parameters, operating pressures. Three shapes—cylindrical, cone-shaped, ellipsoid-shaped—were analyzed using numerical simulations. Results indicate that cylindrical caverns with diameter-to-height ratio 1.5 provide best balance between capacity structural stability, while ellipsoid-shaped offer reduced stress concentration but less space, posing practical challenges during leaching. results also optimal pressure range maintaining minimizing leakage lies 0.4 0.7 times vertical situ stress. Higher pressures increase lead greater stress, displacements, risks, lower leads internal extrusion tendency walls. Additionally, rate drops maximum working pressure, yet total mass keeps growing trend.
Language: Английский
Citations
1Renewable Energy, Journal Year: 2025, Volume and Issue: unknown, P. 122417 - 122417
Published: Jan. 1, 2025
Language: Английский
Citations
1International Journal of Hydrogen Energy, Journal Year: 2024, Volume and Issue: 82, P. 1238 - 1251
Published: Aug. 8, 2024
Language: Английский
Citations
7Journal of Energy Storage, Journal Year: 2024, Volume and Issue: 103, P. 114293 - 114293
Published: Oct. 31, 2024
Language: Английский
Citations
6Water, Journal Year: 2024, Volume and Issue: 16(12), P. 1723 - 1723
Published: June 17, 2024
Water-soluble mining was invariably associated with surface subsidence, which in some cases escalated to the movement, deformation, and even collapse of overlying rock layers, triggering grave subsidence calamities. The caprock salt-bearing strata Longgui salt area closely adjacent third aquifer, mainly consisted fractured, porous, high-permeability materials such as mudstone conglomerates, rendering geological conditions highly complex. Years water-soluble had led significant area, a trend toward accelerated subsidence. In this study, were analyzed, through simulated experiments pillar dissolution mining, mechanisms examined. Over time, gradually perforated pillars caprock, ceasing support ultimately transforming small cavities into large single cavity. Utilizing data, research employed numerical simulation inverse predict patterns from 2019 2025, revealing that maximum reached 1367.6 mm I 1879.5 II, rates 12.05 mm/y 44.78 mm/y, respectively. Moreover, impact ground on construction subways assessed by establishing monitoring points evaluating along subway cross-sections longitudinal directions. findings provided valuable insights for guiding prevention control calamities mine similar areas Guangzhou, China.
Language: Английский
Citations
5Journal of Energy Storage, Journal Year: 2024, Volume and Issue: 102, P. 114100 - 114100
Published: Oct. 11, 2024
Language: Английский
Citations
5Journal of Energy Storage, Journal Year: 2024, Volume and Issue: 107, P. 114951 - 114951
Published: Dec. 12, 2024
Language: Английский
Citations
5Energies, Journal Year: 2025, Volume and Issue: 18(1), P. 215 - 215
Published: Jan. 6, 2025
In the current global energy sector where storage technology is highly regarded, development of crucial. Utilizing specific underground space for oil and gas other sources direction future development, formed by deep-salt-mine water dissolution extraction has gradually become preferred choice. However, in actual operation, multi-layer salt cavities are prone to collapse interlayer bending pipes, seriously affecting progress, quality, safety entire construction. Therefore, based on relevant principles, a targeted experimental platform was established, taking photos measurements falling process objects, simulating situation objects spaces their impact related components. In-depth research conducted probability hitting inner pipe horizontal force under different conditions, results were verified rigorous numerical simulation analysis. The show that impacts can cause components bend, with maximum reaching 5.1% 24.6 N. addition, hydraulic fluctuations caused suction drainage cavity column have relatively small object trajectory. findings provide practical effective guidance safe construction facilities, ensuring be carried out safely efficiently, contribute steady industry as whole.
Language: Английский
Citations
0