Articles | Volume 15, issue 2
https://doi.org/10.5194/nhess-15-293-2015
https://doi.org/10.5194/nhess-15-293-2015
Research article
 | 
20 Feb 2015
Research article |  | 20 Feb 2015

A model of mudflow propagation downstream from the Grohovo landslide near the city of Rijeka (Croatia)

E. Žic, Ž. Arbanas, N. Bićanić, and N. Ožanić

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Cited articles

Arbanas, Ž., Benac, Č., and Dugonjić, S.: Dynamic and Prediction of future behavior of the Grohovo Landslide, in: Book of extended abstract of the 1st Workshop of the Project Risk identification and Land-Use Planning for Disaster Mitigation of Landslides and Floods in Croatia – International experience, 22–24 November 2010, Dubrovnik, Croatia, 2010.
Arbanas, Ž., Sassa, K., Nagai, O., Jagodnik, V., Vivoda, M., Dugonjić Jovančević, S., Peranić, J., and Ljutić, K.: A landslide monitoring and early warning system using integration of GPS, TPS and conventional geotechnical monitoring methods, Landslide Science for a Safer Geoenvironment, in: Volume 2: Methods of Landslide Studies, edited by: Sassa, K., Canuti, P., and Yin, Y., Springer International Publishing, Switzerland, 631–636, 2014.
Benac, Č., Arbanas, Ž., Jardas, B., Jurak, V., and Kovačević, M. S.: Complex landslide in the Rječina River Valley (Croatia): results and monitoring, in: Proceedings of the 1st European Conference on Landslides, 24–26 June 2002, Prag, Czech Republic, 487–492, 2002.
Benac, Č., Arbanas, Ž., Jurak, V., Oštrić, M., and Ožanić, N.: Complex landslide in the Rječina River Valley (Croatia): Origin and sliding mechanism, B. Eng. Geol. Environ., 64, 361–371, 2005.
Benac, Č., Jurak, V., and Oštrić, M.: Qualitative assessment of geohazard in the Rječina Valley, Croatia, in: Proceedings of the 10th IAEG International Congress: IAEG Engineering geology for tomorrow's cities, The Geological Society of London, 6–10 September 2006, Nottingham, UK, p. 658, 2006.
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Short summary
The main characteristics of mudflow processes that have emerged in the past in the area downstream of the Grohovo landslide are examined, and the more relevant parameters and attributes describing the mudflow are presented. Principal equations that form the basis of the SPH depth-integrated model are reviewed and applied to analyze the Grohovo landslide and propagation of the mudflow wave downstream of the landslide.
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