2016
DOI: 10.1016/j.jrmge.2015.09.006
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Design issues for compressed air energy storage in sealed underground cavities

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Cited by 52 publications
(19 citation statements)
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“…From their work, Figure 2 shows an assessment of the safety factor against lift-up depending on normalized storage pressure and on normalized storage depth. Perazzelli et al studied several design issues of LRCs in 2015, for their possible application to CAES, including ground uplift, buckling of liner, cycling and fatigue and concrete plug [18]. To evaluate the integrity of cavern sides, in 2016, Tunsakul et al performed a study of fracture patterns of rock mass around a pressurized storage cavern based on the element-free Galerkin (EFG) method with a cohesive crack model.…”
Section: Methodsmentioning
confidence: 99%
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“…From their work, Figure 2 shows an assessment of the safety factor against lift-up depending on normalized storage pressure and on normalized storage depth. Perazzelli et al studied several design issues of LRCs in 2015, for their possible application to CAES, including ground uplift, buckling of liner, cycling and fatigue and concrete plug [18]. To evaluate the integrity of cavern sides, in 2016, Tunsakul et al performed a study of fracture patterns of rock mass around a pressurized storage cavern based on the element-free Galerkin (EFG) method with a cohesive crack model.…”
Section: Methodsmentioning
confidence: 99%
“…In all cases, to limit rock failures to unavoidable low-amplitude tensile fracturing in the vicinity of cavern periphery and to avoid stepping into the domain of shear fracturing, it is recommended that the maximum pressure operated in the cavern does not exceed the uniaxial compression strength of the rock mass, which is usually higher than 15 MPa for most rock formation. In the case of soft rock mass, usually of low Young's modulus (i.e., lower than 10 GPa), large radial displacements of rock walls must be avoided to hinder a heavy tensile fracturing of the thin concrete shell protecting the liner, as well as to hinder a later buckling of the liner itself at depressurization [18]. This can be accomplished by a high-pressure cement-grouting of the rock mass to a radial distance of at least one diameter, creating a somehow synthetic rock mass of higher uniaxial compression strength and of higher Young's modulus.…”
Section: Use Of Lrc Cavern For Hydro-pneumatic Uphesmentioning
confidence: 99%
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“…The influence of the compressor on the system performance was clarified which provides the evidence to support the system optimization. Perazzelli and Anagnostou (2016) proposed a geometrical description of the vortex air motor, derived the calculation formula of the vortex drive torque, established the dynamic working process of the vortex air motor and verified it through experiment. Li et al (Saadat & Li, 2016) combined a liquid piston with a solid piston, which was driven by a hydraulic booster, to substantially reduce the volume of the pump/motor.…”
Section: Research On Key Equipment Of Thermal Energy Storagementioning
confidence: 99%
“…The second is the 110 MW plant with a rated energy capacity of 26 hours in McIntosh (USA). Many studies have been carried out to analyze the implementation of CAES plants in disused underground spaces [11][12][13][14], but no plants have been built yet. This paper analyzes different ways of storing energy in disused underground spaces.…”
Section: Introductionmentioning
confidence: 99%