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Risk Reduction of a Terrorist Attack on a Critical Infrastructure Facility of LGOM Based on the Example of the Żelazny Most Tailings Storage Facility (OUOW Żelazny Most)

Joanna Bac-Bronowicz

Joanna Bac-Bronowicz

Faculty of Civil Engineering, Wroclaw University of Science and TechnologyWroclaw, Poland
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Bac-Bronowicz, Joanna
, 
Piotr Kowalczyk

Piotr Kowalczyk

Faculty of Geoengineering, Mining and Geology, Wroclaw University of Science and TechnologyWroclaw, Poland
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Kowalczyk, Piotr
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Monika Bartlewska-Urban

Monika Bartlewska-Urban

Faculty of Geoengineering, Mining and Geology, Wroclaw University of Science and TechnologyWroclaw, Poland
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Bartlewska-Urban, Monika
  
25 wrz 2020
Risk Reduction of a Terrorist Attack on a Critical Infrastructure Facility of LGOM Based on the Example of the Żelazny Most Tailings Storage Facility (OUOW Żelazny Most)'s Cover Image
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Kategoria artykułu: Special Issue Article
Data publikacji: 25 wrz 2020
Zakres stron: 376 - 387
Otrzymano: 21 cze 2020
Przyjęty: 17 sie 2020
DOI: https://doi.org/10.2478/sgem-2020-0004
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© 2020 Joanna Bac-Bronowicz et al., published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Figure 1

Location of OUOW Żelazny Most within the system of the critical infrastructure of LGOM (source: own elaboration).
Location of OUOW Żelazny Most within the system of the critical infrastructure of LGOM (source: own elaboration).

Figure 2

Consecutive phases of expansion of OUOW Żelazny Most (based on http://www.dhvhydroprojekt.com.pl/download,process,xy_800_600,file,132/Zelazny-Most-1.jpg, access: 20.04.2018 r).
Consecutive phases of expansion of OUOW Żelazny Most (based on http://www.dhvhydroprojekt.com.pl/download,process,xy_800_600,file,132/Zelazny-Most-1.jpg, access: 20.04.2018 r).

Figure 3

Division of the 2D computational domain into regions (Bartlewska 2009).
Division of the 2D computational domain into regions (Bartlewska 2009).

Figure 4

Results for the 2D model – land dislocations.
Results for the 2D model – land dislocations.

Figure 5

Results for the 2D model – displacement in the x direction.
Results for the 2D model – displacement in the x direction.

Figure 6

Results for the 2D model – displacement in the y direction.
Results for the 2D model – displacement in the y direction.

Figure 7

Results for the 2D model – stability condition.
Results for the 2D model – stability condition.

Figure 8

Results for the 2D model – stresses in liquid.
Results for the 2D model – stresses in liquid.

Figure 9

Results for the 2D model – Coulomb–Mohr potential.
Results for the 2D model – Coulomb–Mohr potential.

Values of the medium parameters (Bartlewska 2009)_

Index1234567
AreaR01, R02, R04R05, R06, R08R09, R10, R21, R22R11, R12, R19, R20R13, R14, R17, R18R15, R16R03, R07
j (°)353225121816
c (Pa)1.00E+031.00E+041.00E+041.00E+041.00E+045.00E+03
k (m/s)1.00E−065.00E−072.00E−078.00E−085.00E−081.00E−081.00E−04
N (Pa)9.50E+088.55E+079.50E+067.60E+064.75E+062.85E+06
A (Pa)2.20E+091.98E+082.20E+071.76E+071.10E+076.60E+06
R (Pa)5.00E+094.50E+085.00E+074.00E+072.50E+071.50E+07
H (Pa)2.50E+092.25E+082.50E+072.00E+071.25E+077.50E+06
n0 (−)0.250.220.350.330.300.30
G (N/m3)2.50E+042.40E+042.40E+042.35E+042.35E+042.35E+04
W (N/m3)1.00E+040.00
α (−)1.001.001.001.001.001.00
ηs2.50E+061.98E+052.50E+041.76E+041.10E+046.60E+03
λs1.00E+079.00E+051.00E+058.00E+045.00E+043.00E+04
Język:
Angielski
Częstotliwość wydawania:
4 razy w roku
Dziedziny czasopisma:
Nauki o Ziemi, Nauki o Ziemi, inne, Nauka o materiałach, Kompozyty, Materiały porowate, Fizyka, Mechanika i dynamika płynów
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