Geology, geography and global energy
Scientific and Technical Journal
Characteristics of fluid filtration in weak-permeable soils
2012. №4, pp. 228-235
Kumeev Sergey S. - D.Sc. in Geology and Mineralogy, Professor, Kalmyk State University, 4 Suseev st., Elista, Republic of Kalmykia, Russian Federation, 358000, pgs-kgu@yandex.ru
Krasilnikova Olga V. - C.Sc. in Technology, LLC «Gazprom dobycha Astrakhan», 30 Lenin st., Astrakhan, Russian Federation, 414000, okrasilnikova@astrakhan-dobycha.gazprom.ru
Dordzhiev Anatoliy G. - C.Sc. in Technology, Associate Professor, Kalmyk State University, 4 Suseev st., Elista, Republic of Kalmykia, Russian Federation, 358000, pgs-kgu@yandex.ru
Serebryakova Oksana A. - Senior Lecturer, Astrakhan State University, 20a Tatishchev st., Astrakhan, Russian Federation, 414056, geologi2007@yandex.ru
Sangadzhiev Mergen M. - C.Sc. in Geology and Mineralogy, Associate Professor, Kalmyk State University, 4 Suseev st., Elista, Republic of Kalmykia, Russian Federation, 358000, pgs-kgu@yandex.ru
Mikerina Tatyana B. - C.Sc. in Geology and Mineralogy, Associate Professor, Kuban State University, 149 Stavropolskaya st., Krasnodar, Russian Federation, 350040, bitumoid@bk.ru
Dordzhiev Anatoliy A. - Assistant, Kalmyk State University, 4 Suseev st., Elista, Republic of Kalmykia, Russian Federation, 358000, pgs-kgu@yandex.ru
Yerofeev Artem A. - Post-graduate student, National Research Perm Polytechnical University, 29 Komsomolskiy Ave, Perm, Russian Federation, 614000, erofeev.a@bk.ru
The article relates that the process of urban development is profoundly transforming the natural water regime of surface and ground water. It adds that in most cases the change has brought about increased infiltration of ground water, leading to flooding of developed areas. The paper says the flooding process can be divided into three stages: the rise of soil moisture in the aeration zone, the growth of large underground water supplied to critical levels and the increase of ground water quantity above critical levels. The document further explains that fluid filtration generally occurs in low permeable soils, and water is normally transferred from areas of incomplete saturation. Subsequently, the critique describes the permeability of shale and other (more theoretical) issues including the factors related to the spread of moisture in unsaturated zones. On this issue, the report gives the permeability characteristics of filter media as quantitatively expressed in statutory language filters, which associate the filtration rate (ratio of flow rate to area of its cross-section) with the pressure gradient. The research paper then turns its focus toward construction and flooding in the built-up areas of the city of Elista, the Republic of Kalmykia, giving a complete description of loess (silt sediments) and the prospects of enlarging the water infrastructure. At this stage, the blueprint presents laboratory and fieldwork dealing with determining the conditions of water-tight loess soils. These investigations have identified certain pressures and characterized their potential influence. The studies also cover, inter alia, a method of physical modeling for testing undisturbed soil samples, and another one for determining the values of the filter coefficients found in collapsible loess soils. Urban development, the commentary relates, dramatically alters the natural water regime of surface and ground water. In most cases, infiltration of ground water increases, leading to the flooding of developed areas.
Key words: filtration,weak-permeable,soils,layer,flooding,laboratory methods,jammed air,loading,subsiding,humidity transfer
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