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DETERMINATION OF SERVICE AREAS BASED ON VECTOR NETWORK MODEL ROADWAYS

Penaz, Tomas, Vojtek, David, Heviankova, Silvie, Kyncl, Miroslav, Duraj, Milos, Yilmaz, Isik, Marschalko, Marian, Drusa, Marian, Arencibia, Orlando, Kubecka, Karel

First published: 2013-06-20https://doi.org/10.5593/sgem2013/bb2.v1/s11.011View metrics

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Title
DETERMINATION OF SERVICE AREAS BASED ON VECTOR NETWORK MODEL ROADWAYS
Authors
Penaz, Tomas, Vojtek, David, Heviankova, Silvie, Kyncl, Miroslav, Duraj, Milos, Yilmaz, Isik, Marschalko, Marian, Drusa, Marian, Arencibia, Orlando, Kubecka, Karel
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 13th SGEM GeoConference on INFORMATICS, GEOINFORMATICS AND REMOTE SENSING
Publisher
Stef92 Technology
Year
2013
Pages
693 - 700 pp
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Conference Paper
References48

  1. Cała, M., Paluch, M., Tajduś, A., 2011, Static formulation of mass points method for calculation of joint displacement and axial forces in the members of space truss. Archives of Mining Sciences, 56 (3), pp. 427-440.

  2. De Smith, M.; Goodchild, M.F.; Longley, P.A.: Geospatial analysis. Comprehensive Guide to Principles, Techniques and Software Tools. Troubador Publishing, 2007.

  3. Dijkstra, E.W.: A note on two problems in connexion with graphs. In Numerische Mathematik, vol. 1, issue 1, pp 269-271, Mathematisch Centrum, Amsterdam, The Netherlands, 1959.

  4. Drusa, M., Giang, N. 2004. Stress and compressibility calculation in subsoil of high embankments and effectiveness of speeding up subsoil consolidation. Komunikacie 6 (3): 5-9

  5. Drusa, M., Gróf, V. 2004. Geotechnical aspects of railway tunnel construction near rudoltice Komunikacie. 6 (3): 51-54

  6. Flisiak, J., Cala, M., Tajduś, A., 2001, Możliwości numerycznego modelowania filarowo-komorowego systemu eksploatacji. Prace Naukowe Instytutu Geotechniki I Hydrotechniki Politechniki Wroclawskiej, 73 (40), pp. 173-182.

  7. Janas, P., Krejsa, M., Krejsa, V., 2009. Structural reliability assessment using a direct determined probabilistic calculation. Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing, Classified travel times for calculated service areas Proportion [%] of roads and streets total length to the total length of the particular service network 0 – 300 [s] 301 – 600 [s] 601 – 900 [s] 901 – 1200 [s] 1201 – 1500 [s] 1501 – 1800 [s] 0 – 300 [s] 100,00 0,00 0,00 0,00 0,00 0,00 301 – 600 [s] 0,00 100,00 0,00 0,00 0,00 0,00 601 – 900 [s] 0,00 0,00 100,00 0,00 0,00 0,00 901 – 1200 [s] 0,00 0,00 0,00 100,00 0,00 0,00 1201 – 1500 [s] 0,00 0,00 0,00 0,00 100,00 0,00 1501 – 1800 [s] 0,00 0,00 0,00 0,00 0,00 100,00 Total proportion 100,00 100,00 100,00 100,00 100,00 100,00 GeoConference on Informatics, Geoinformatics and Remote Sensing

  8. Jelinek, J., Stanek, F., Honek, J., Honkova, K.: Modelling of seam bases and tectonic faulting of Dubnany and Kyjov lignite seams, Acta Montanistica Slovaca 14 (1), pp. 62-74, 2009

  9. Karypis, G.; Kumar. V.: A fast and high quality multilevel scheme for partitioning irregular graphs. SIAM Journal on Scientific Computing, Vol. 20, No. 1, pp. 359 - 392, 1999.

  10. Kempa, T., Marschalko, M., Yilmaz, I., Lacková, E., Kubečka, K., Stalmachová, B., Bouchal, T., Bednárik, M., Drusa, M., Bendová, M., 2013. In-situ remediation of the contaminated soils in Ostrava city (Czech Republic) by steam curing/vapor. Engineering Geology 154, 42-55

  11. Marek, P., Gustar, M., Krejsa, M. Simulation-based reliability assessment: Tool for efficient steel design. (1998) Journal of Constructional Steel Research, 46 (1-3), pp. 156-158.

  12. Marschalko, M., Bednarik, M., Yilmaz, I., 2012 Evaluation of engineering- geological conditions for conurbation of Ostrava (Czech Republic) within GIS environment. Environmental Earth Sciences, 67, 4, 1007-1022

  13. Marschalko, M., Bednárik, M., Yilmaz, I., Bouchal, T ., Kubečka, K., 2012. Evaluation of subsidence due to underground coal mining: an example from the Czech Republic. Bulletin of engineering geology and the environment 71 (1), pp.105-111

  14. Marschalko, M., Bednárik, M., Yilmaz, I., Kubečka, K., Bouchal, T., Za vada, J., 2012. Subsidence map of underground mining influence for urban planning: an example from the Czech Republic. Quarterly Journal of Engineering Geology and Hydrogeology 45 (2), pp. 231-241

  15. Marschalko, M., Yilmaz, I., Bednárik, M., Kubečka, K. 2011. Variations in the building site categories in the underground mining region of Doubrava (Czech Republic) for land use planning. Engineering Geology 122 (3-4), pp. 169-178

  16. Marschalko, M., Yilmaz, I., Bednarik, M., Kubecka, K., 2012. Deformation of slopes as a cause of underground mining activities: three case studies from Ostrava-Karviná coal field (Czech Republic). Environmental Monitoring and Assessment, 184, 11, 6709-6733

  17. Marschalko, M., Yilmaz, I., Bednarik, M., Kubecka, K., 2012. Influence of mining activity on slope deformations genesis: Doubrava Vrchovec, Doubrava Ujala and Staric case studies from Czech Republic. Engineering Geology, 147-148, 37-51.

  18. Möhring, R.H.; Schilling. H.; Schütz, B.; Wagner. D.; Willhalm, T.: Partitioning Graphs to Speedup Dijkstra’s Algorithm. ACM Journal of Experimental Algorithmics, Vol. 11, Article No. 2.8, pp 1–29, 2006

  19. Stanek, F., Honkova, K., Jelinek, J., Honek, J.: Digital model of South Moravia lignite coalfield. Acta Montanistica Slovaca 13 (4), pp. 454-471, 2008

  20. Tajdus, A., Cala, M., 1994, Influence of chosen factors on stability of mine shafts Geomechanics 93. Proc. conference, Ostrava, 1993, pp. 131-127.

  21. Thériault, M., Vandersmissen M.-H., Lee-Gosselin M., Leroux, D.: Modelling Commuter Trip Length and Duration Within GIS: Application to an OD Survey. Journal of Geographic Information and Decision Analysis, vol 3, no. 1, pp. 41-55, 1999.

  22. Yilmaz I., Marschalko M., 2012. A leaning historical monument formed by underground mining effect: An example from Czech Republic. Engineering geology 133, pp.43-48

  23. Yilmaz, I. Marschalko, M., Bednárik, M., 2011. Gypsum collapse hazards and importance of hazard mapping. Carbonates and Evaporites 26 (2), pp. 193-209

  24. Yilmaz, I. Marschalko, M., Yildirim, M., Dereli, E., Bednarik, M., 2012. GIS-based kinematic slope instability and slope mass rating (SMR) maps: application to a railway route in Sivas (Turkey). Bulletin of Engineering Geology and the Environment 71 (2), pp. 351-357

  25. Cała, M., Paluch, M., Tajduś, A., 2011, Static formulation of mass points method for calculation of joint displacement and axial forces in the members of space truss. Archives of Mining Sciences, 56 (3), pp. 427-440.

  26. De Smith, M.; Goodchild, M.F.; Longley, P.A.: Geospatial analysis. Comprehensive Guide to Principles, Techniques and Software Tools. Troubador Publishing, 2007.

  27. Dijkstra, E.W.: A note on two problems in connexion with graphs. In Numerische Mathematik, vol. 1, issue 1, pp 269-271, Mathematisch Centrum, Amsterdam, The Netherlands, 1959.

  28. Drusa, M., Giang, N. 2004. Stress and compressibility calculation in subsoil of high embankments and effectiveness of speeding up subsoil consolidation. Komunikacie 6 (3): 5-9

  29. Drusa, M., Gróf, V. 2004. Geotechnical aspects of railway tunnel construction near rudoltice Komunikacie. 6 (3): 51-54

  30. Flisiak, J., Cala, M., Tajduś, A., 2001, Możliwości numerycznego modelowania filarowo-komorowego systemu eksploatacji. Prace Naukowe Instytutu Geotechniki I Hydrotechniki Politechniki Wroclawskiej, 73 (40), pp. 173-182.

  31. Janas, P., Krejsa, M., Krejsa, V., 2009. Structural reliability assessment using a direct determined probabilistic calculation. Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing, Classified travel times for calculated service areas Proportion [%] of roads and streets total length to the total length of the particular service network 0 – 300 [s] 301 – 600 [s] 601 – 900 [s] 901 – 1200 [s] 1201 – 1500 [s] 1501 – 1800 [s] 0 – 300 [s] 100,00 0,00 0,00 0,00 0,00 0,00 301 – 600 [s] 0,00 100,00 0,00 0,00 0,00 0,00 601 – 900 [s] 0,00 0,00 100,00 0,00 0,00 0,00 901 – 1200 [s] 0,00 0,00 0,00 100,00 0,00 0,00 1201 – 1500 [s] 0,00 0,00 0,00 0,00 100,00 0,00 1501 – 1800 [s] 0,00 0,00 0,00 0,00 0,00 100,00 Total proportion 100,00 100,00 100,00 100,00 100,00 100,00 GeoConference on Informatics, Geoinformatics and Remote Sensing

  32. Jelinek, J., Stanek, F., Honek, J., Honkova, K.: Modelling of seam bases and tectonic faulting of Dubnany and Kyjov lignite seams, Acta Montanistica Slovaca 14 (1), pp. 62-74, 2009

  33. Karypis, G.; Kumar. V.: A fast and high quality multilevel scheme for partitioning irregular graphs. SIAM Journal on Scientific Computing, Vol. 20, No. 1, pp. 359 - 392, 1999.

  34. Kempa, T., Marschalko, M., Yilmaz, I., Lacková, E., Kubečka, K., Stalmachová, B., Bouchal, T., Bednárik, M., Drusa, M., Bendová, M., 2013. In-situ remediation of the contaminated soils in Ostrava city (Czech Republic) by steam curing/vapor. Engineering Geology 154, 42-55

  35. Marek, P., Gustar, M., Krejsa, M. Simulation-based reliability assessment: Tool for efficient steel design. (1998) Journal of Constructional Steel Research, 46 (1-3), pp. 156-158.

  36. Marschalko, M., Bednarik, M., Yilmaz, I., 2012 Evaluation of engineering- geological conditions for conurbation of Ostrava (Czech Republic) within GIS environment. Environmental Earth Sciences, 67, 4, 1007-1022

  37. Marschalko, M., Bednárik, M., Yilmaz, I., Bouchal, T ., Kubečka, K., 2012. Evaluation of subsidence due to underground coal mining: an example from the Czech Republic. Bulletin of engineering geology and the environment 71 (1), pp.105-111

  38. Marschalko, M., Bednárik, M., Yilmaz, I., Kubečka, K., Bouchal, T., Za vada, J., 2012. Subsidence map of underground mining influence for urban planning: an example from the Czech Republic. Quarterly Journal of Engineering Geology and Hydrogeology 45 (2), pp. 231-241

  39. Marschalko, M., Yilmaz, I., Bednárik, M., Kubečka, K. 2011. Variations in the building site categories in the underground mining region of Doubrava (Czech Republic) for land use planning. Engineering Geology 122 (3-4), pp. 169-178

  40. Marschalko, M., Yilmaz, I., Bednarik, M., Kubecka, K., 2012. Deformation of slopes as a cause of underground mining activities: three case studies from Ostrava-Karviná coal field (Czech Republic). Environmental Monitoring and Assessment, 184, 11, 6709-6733

  41. Marschalko, M., Yilmaz, I., Bednarik, M., Kubecka, K., 2012. Influence of mining activity on slope deformations genesis: Doubrava Vrchovec, Doubrava Ujala and Staric case studies from Czech Republic. Engineering Geology, 147-148, 37-51.

  42. Möhring, R.H.; Schilling. H.; Schütz, B.; Wagner. D.; Willhalm, T.: Partitioning Graphs to Speedup Dijkstra’s Algorithm. ACM Journal of Experimental Algorithmics, Vol. 11, Article No. 2.8, pp 1–29, 2006

  43. Stanek, F., Honkova, K., Jelinek, J., Honek, J.: Digital model of South Moravia lignite coalfield. Acta Montanistica Slovaca 13 (4), pp. 454-471, 2008

  44. Tajdus, A., Cala, M., 1994, Influence of chosen factors on stability of mine shafts Geomechanics 93. Proc. conference, Ostrava, 1993, pp. 131-127.

  45. Thériault, M., Vandersmissen M.-H., Lee-Gosselin M., Leroux, D.: Modelling Commuter Trip Length and Duration Within GIS: Application to an OD Survey. Journal of Geographic Information and Decision Analysis, vol 3, no. 1, pp. 41-55, 1999.

  46. Yilmaz I., Marschalko M., 2012. A leaning historical monument formed by underground mining effect: An example from Czech Republic. Engineering geology 133, pp.43-48

  47. Yilmaz, I. Marschalko, M., Bednárik, M., 2011. Gypsum collapse hazards and importance of hazard mapping. Carbonates and Evaporites 26 (2), pp. 193-209

  48. Yilmaz, I. Marschalko, M., Yildirim, M., Dereli, E., Bednarik, M., 2012. GIS-based kinematic slope instability and slope mass rating (SMR) maps: application to a railway route in Sivas (Turkey). Bulletin of Engineering Geology and the Environment 71 (2), pp. 351-357

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