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2018
DOI: 10.13168/agg.2018.0013
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Application of satellite radar interferometry (PSINSAR) in analysis of secondary surface deformations in mining areas case studies from Czech Republic and Poland

Abstract: Secondary deformations are ground movements occurring in areas of ceased underground mining. These are associated with delayed readjustment of rock mass resulting in subsidence, discontinuous deformations (sinks, cracks, etc.) due to destruction of underground, usually shallow, workings, and elevation of ground surface in response of rock mass to rising groundwater levels following the end of mine water drainage. Comparative analysis of secondary deformations in two former mining areas in the first period afte… Show more

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Cited by 16 publications
(11 citation statements)
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“…However, due to the difficulty of the problem and the limited data availability data, parametrization of the models used so far and the results of the simulations contributed to high uncertainties. Furthermore, modelling this phenomenon remains a challenging research issue due to the multitude of factors involved and the nonlinear relationship between land subsidence and groundwater head decrease in heterogeneous aquifers affected by underground mining [48][49][50]70,121,[134][135][136][137].…”
Section: Introductionmentioning
confidence: 99%
“…However, due to the difficulty of the problem and the limited data availability data, parametrization of the models used so far and the results of the simulations contributed to high uncertainties. Furthermore, modelling this phenomenon remains a challenging research issue due to the multitude of factors involved and the nonlinear relationship between land subsidence and groundwater head decrease in heterogeneous aquifers affected by underground mining [48][49][50]70,121,[134][135][136][137].…”
Section: Introductionmentioning
confidence: 99%
“…Numerous approaches can be used to analyze and visualize ground movements in coal mining fields: statistical analysis of PS points [32] or PS points congruent to reference units [33] and also interpolation [34] with the aim of indicating areas of statistically-significant values of upward or downward ground movements with the aid of GIS-based hot spot analysis. The latter was also included in our paper.…”
Section: Resultsmentioning
confidence: 99%
“…The surface subsidence of points between relative chainages of 100 to 1500 m are determined by interpreting the directly measured subsidence along the surface line 1-30 and radar interferometry results (Lazecký and Jiránková, 2013;Lazecký et al, 2017). The possibility uses of the satellite radar interferometry are mentioned in the publications (Blachowski et al, 2018;Jirankova and Lazecky, 2016).…”
Section: Comparison Between Models and Subsidence Measurementsmentioning
confidence: 99%