Tangible and Intangible Flood damage evaluation
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(7) to evaluate the direct tangible damage: FLEMO, Damage Scanner, Rhine Atlas, Flemish Model, Multi-Coloured Manual (MCM), HAZUS-MH and JRC Model [5, 6]. All of these models appreciate the direct tangible damage due to the flood water depth. The present research analyses the area of a pilot basin of the Sardinian FRMP: the Coghinas river lowland valley basin. In the first stage of the study a monodimensional hydraulic model has been developed with the USACE software HEC-RAS [14]. The JRC Model Methodology [15] was applied to the floodplain, using water depth-damage functions to evaluate the potential flood direct tangible damage in order to define flood mitigation protection works according with an economic efficiency planning. The analysis has been improved through simulating flood inundation with a two-dimensional hydraulic model (RFSM-EDA) in the second stage of the project. A two-dimensional model was necessary to assess the intangible damage and to prepare an evacuation plan with the Life Safety Model (LSM). LSM is a dynamic agent based model that estimates the flood risk to people in terms of loss of life and injuries, evacuation times and improvements in emergency planning [7].. Figure 1. Sardinian Hydrographic Basins and Flood Hazard Maps according with the PSFF..
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(84) % % % '. 10. RAS- Sardinian Regional Commission (2014). Manuale Operativo delle allerte ai fini della Protezione Civile. Cagliari. 11. Huizinga H.J. (2007) Flood Damage Functions for EU member states. HKV Consultants, Technical report implemented in the framework of the contract #382441-FISC awarded by the European Commission - Joint Research Centre 12. HR Wallingford (2013). Guidance for the use of RFSM_EDA and AccData. HR Wallingford 13. Carvajal C., Peyras L., Arnaud, P., Boissier D. and Royet P. (2009). Probabilistic Modeling of Floodwater Level for Dam Reservoirs, Journal of Hydrologic Engineering, 14(3), 223-232. 6 References 1.. Vojinovic Z. and R.K. Price (2008). Urban flood disaster management. Urban Water Journal, 5(3), 259276. 2.. RAS- Sardinian Regional Commission (2008). Piano di Assetto Idrogeologico (P.A.I.). Cagliari. 3.. RAS- Sardinian Regional Commission (2013). Piano Stralcio Fasce Fluviali (P.S.F.F.). Cagliari. 4.. Demeritt D. and Porte J. (2012). Flood-risk management, mapping, and planning: the institutional politics of decision support in England Environment and Planning Vol. 44,2359-2378. 5.. Frongia S. et al. (2015). Flood Damage Risk Assessment Optimizing a Flood Mitigation System. Proceedings of the 9th World Congress of the European Water Resources Association (EWRA) Conference, June 10-13, Istanbul. 6.. Jongman B., et al. (2012). Comparative flood damage model assessment: towards a European approach. Natural Hazards Earth System Sciences: 12, 3733-3752, doi:10.5194/nhess-12-3733-2012. 7.. Lumbroso D.M. and Tagg A.F. (2011). Evacuation and loss of life modelling to enhance emergency response. Proceedings of the International Symposium on Urban Flood Risk Management, Graz, Austria, 21-23 September 2011. 8.. Penning-Rowsell E. et al. (2005). The Benefits of Flood and Coastal Risk Management: A Handbook of Assessment Techniques. Middlesex University Press ISBN 1 904750 51 6. 9.. Frongia et al. (2015). Flood Risk Management Plan for the Sardinia Hydrographic District. Proceedings of the 9th World Congress of the European Water Resources Association (EWRA) Conference, June 10-13, Istanbul. DOI: 10.1051/ e3sconf/2016 0705007. 14. USACE (2010). HEC-RAS River Analysis System 15. HKV Consultants (2007). Flood Damage Functions for EU member states. Final report for JRC Institute for environment and sustainability. 7.
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