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Mapping subsurface defects and surface deformation along the artificial levee of the Lower Tisza River, Hungary

Author

Listed:
  • Diaa Sheishah

    (University of Szeged
    National Research Institute of Astronomy and Geophysics)

  • Tímea Kiss

    (University of Szeged)

  • Tibor Borza

    (Lower Tisza District Water Directorate)

  • Károly Fiala

    (Lower Tisza District Water Directorate)

  • Péter Kozák

    (Lower Tisza District Water Directorate)

  • Enas Abdelsamei

    (University of Szeged
    National Research Institute of Astronomy and Geophysics)

  • Csaba Tóth

    (Budapest University of Technology and Economics)

  • Gyula Grenerczy

    (Geo-Sentinel Ltd.)

  • Dávid Gergely Páll

    (University of Szeged)

  • György Sipos

    (University of Szeged)

Abstract

Artificial levees along alluvial rivers are major components of flood-risk mitigation. This is especially true in the case of Hungary, where more than one-third of the country is threatened by floods and protected by an over 4200-km-long levee system. Most of such levees were built in the nineteenth century. Since then, several natural and anthropogenic processes, such as compaction and erosion, might have contributed to these earth structures' slow but steady deformation. Meanwhile, as relevant construction works were scarcely documented, the structure and composition of artificial levees are not well known. Therefore, the present analysis mapped structural differences, possible compositional deficiencies, and sections where elevation decrease is significant along a 40-km section of the Lower Tisza River. Investigations were conducted using real-time kinematic GPS and ground-penetrating radar (GPR). Onsite data acquisition was complemented with an analysis using a Persistent Scatterer Synthetic Aperture Radar to assess general surface deformation. GPR profiles showed several anomalies, including structural and compositional discontinuities and local features. The GPR penetration depth varied between 3 and 4 m. According to height measurements, the mean elevation of the levee crown decreased by 8 cm in 40 years. However, the elevation decrease reached up to 30 cm at some locations. Sections affected by structural anomalies, compositional changes, and increased surface subsidence are especially sensitive to floods when measurement results are compared with flood phenomena archives.

Suggested Citation

  • Diaa Sheishah & Tímea Kiss & Tibor Borza & Károly Fiala & Péter Kozák & Enas Abdelsamei & Csaba Tóth & Gyula Grenerczy & Dávid Gergely Páll & György Sipos, 2023. "Mapping subsurface defects and surface deformation along the artificial levee of the Lower Tisza River, Hungary," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 117(2), pages 1647-1671, June.
  • Handle: RePEc:spr:nathaz:v:117:y:2023:i:2:d:10.1007_s11069-023-05922-1
    DOI: 10.1007/s11069-023-05922-1
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    References listed on IDEAS

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    1. Paul Cleary & Mahesh Prakash & Stuart Mead & Vincent Lemiale & Geoff Robinson & Fanghong Ye & Sida Ouyang & Xinming Tang, 2015. "A scenario-based risk framework for determining consequences of different failure modes of earth dams," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 75(2), pages 1489-1530, January.
    2. Wen-Chao Huang & Meng-Chia Weng & Ray-Kuo Chen, 2014. "Levee failure mechanisms during the extreme rainfall event: a case study in Southern Taiwan," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 70(2), pages 1287-1307, January.
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