Wave Variation of the Magnitude of Rock Salt Mass Transfer Coefficient Under Hydrodynamic Influence of Solution Along the Height of Underground Excavations of UGS

Experimental studies on samples of the mass transfer coefficient of the vertical surface of rock salt (core) under hydrodynamic influence (HDI) of the solution at the height of the underground excavation-capacity (UEC) at the Kaliningrad underground gas storage facility (UGS), located in the Kaliningrad region of the Russian Federation, and at the Gomel UGS, located in the Gomel region of the Republic of Belarus have been carried out. The wave distribution of the mass transfer coefficient value at rock salt reservoirs by the excavation height (from the roof to the bottom) is obtained. © The Author(s), under exclusive license to Springer Nature Switzerland AG 2024.

Publisher
Springer Nature
Language
English
Pages
93-98
State
Published
Volume
Part F3114
Year
2024
Organizations
  • 1 Peoples’ Friendship University of Russia, Moscow, Russian Federation
Keywords
Hydrodynamic effect of solution; Physical modeling; Rock salt; Wave variation of mass transfer coefficient value
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