Decision support system for managing flooding risk induced by levee breaches

References

• Barbetta, S., etal (2017). Levee body seepage: A refinement of an expeditious procedure for fragility curves and vulnerability diagrams. Hydrology Research, 10(3), 314–325. https://doi.org/10.2166/nh.2017.101
   Google Scholar
• Borselli, L. (2018). Manual SSAP. https://doi.org/10.13140/RG.2.2.12436.73604.
   Google Scholar
• Borselli, L., & Petri, P. (2020). Muri a secco: Verifiche di stabilità con software SSAP 5.0 e criterio GHB (GSI). Researchgate. https://doi.org/10.13140/RG.2.2.21048.90886/1
   Google Scholar
• Camici, S., Barbetta, S., & Moramarco, T. (2014). Levee body vulnerability to seepage: The case study of the levee failure along the Foenna stream on 1 January 2006. Journal of Flood Risk Management, 10(3). https://doi.org/10.1111/jfr3.12137
   Google Scholar
• CE, 60/2007. (n.d.). Flood directive.
   Google Scholar
• Colleselli, F. (1994). Problemi geotenici relativi alle arginature ed alle sponde di fiumi e di canali. International Centre for Mechanical Sciences.
   Google Scholar
• Collins, B., Kayen, R., Minasian, D., & Reiss, T. (2009). Terrestrial Lidar datasets of New Orleans, Louisiana, levee failures from hurricane August 29, 2005. U.S. Geological Survey Data Series.
   Google Scholar
• Colman, M., et al., 2016. Verso un modello di gestione del rischio arginale. Bologna: National Hydraulic conference.
   Google Scholar
• Da Deppo, L., Datei, C., & Saladin, P. (2011). Sistemazione dei corsi d'acqua. Edizioni Progetto Padova.
   Google Scholar
• Dazzi, S., Vacondio, R., & Mignosa, P. (2019). Integration of a levee breach erosion model in a GPU-accelerated 2D shallow water equations code. Water Resources Research, 55(1), 682–702. https://doi.org/10.1029/2018WR023826
   Web of Science ®Google Scholar
• D'Oria, M., Maranzoni, A., & Mazzoleni, M. (2019). Probabilistic assessment of flood hazard due to levee breaches using fragility functions. Water Resources Research, 55(11), 8740–8764. https://doi.org/10.1029/2019WR025369
   Web of Science ®Google Scholar
• Duncan, J., Wright, S., & Brandon, T. (2014). Soil strength and slope stability (2nd ed.). John Wiley.
   Google Scholar
• Ferrari, A., etal (2020). Enhancing the resilience to flooding induced by levee breaches in lowland areas: A methodology based on numerical modelling. Natural Hazards and Earth System Science, 20(1), 59–72. https://doi.org/10.5194/nhess-20-59-2020
   Web of Science ®Google Scholar
• Genuchten, M. T. V. (1980). A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44(5). https://doi.org/10.2136/sssaj1980.03615995004400050002x
   Web of Science ®Google Scholar
• Hall, J. W., etal (2003). A methodology for national-scale risk assessment. Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering, 156(3), 235–247. https://doi.org/10.1680/wame.2003.156.3.235
   Google Scholar
• Hsieh, P. A., Wingle, W., & Healy, R. W. (2000). VS2DI a graphical software package for simulating fluid flow and solute or energy transport in variably saturated porous media. U.S. Geological Survey Water-Resources Investigations Report.
   Google Scholar
• Huston, D. E. A. (2011). Pluvial (rain-related) flooding in urban areas: The invisible hazard. Joseph Rowntree Foundation.
   Google Scholar
• Janbu, N. (1973). Slope stability computations. In R. C. Hirschfeld, & S. J. Poulos (Eds.), Embankment dam engineering; casagrande volume (pp. 47–86). International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts.
   Google Scholar
• Ko, D., & Kang, J. (2018). Experimental studies on the stability assessment of a levee using reinforced soil based on a biopolymer. Water. 10 (8), 1059. https://doi.org/10.3390/w10081059.
   Web of Science ®Google Scholar
• Ligato, D. (2003). Atlante delle opere di sistemazione fluviale. APAT, Manuali e Linee guida 27/2003.
   Google Scholar
• Marchi, E. (1957). Un criterio per la verifica alla filtrazione degli argini in terra. Giornale del Genio Civile.
   Google Scholar
• Mazzoleni, M., Bacchi, B., Barontini, S., & Di Baldassare, G. (2014). Flooding hazard mapping in floodplain areas affected by piping breaches into the Po river. Journal of Hydrologic Engineering, 19(4), 717–731. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000840
   Web of Science ®Google Scholar
• Mazzoleni, M., Dottori, F., Brandimarte, L., & S, T. (2017). Effects of levee cover strength on flood mapping. Hydrological Sciences Journal, 62(6), 892–910. https://doi.org/10.1080/02626667.2016.1246800
   Web of Science ®Google Scholar
• McBain, W. (2012). Twenty-first century flood risk management. Thomas Telford Limited.
   Google Scholar
• Michelazzo, G. (2013). Breaching of river levees: analytical flow modelling and experimental hydro-morphodynamic investigations [Thesis (PhD)]. University of Florence.
   Google Scholar
• Michelazzo, G., Oumaci, H., & Paris, E. (2018). New hypothesis for the final equilibrium stage of a river levee breach due to overflow. Water Resources Research, 54(7), 4277–4293. https://doi.org/10.1029/2017WR021378
   Web of Science ®Google Scholar
• Michelazzo, G., Paris, E., & Solari, L. (2016). On the vulnerability of river levees induced by seepage. Journal of Flood Risk Management. https://doi.org/10.1111/jfr3.12261
   Web of Science ®Google Scholar
• Minea, G., & Zaharia, L. (2011). Structural and non-structural measures for flood risk mitigation in the Basca river catchment. . Forum geographic, X (1), 157–166. https://doi.org/10.5775/fg.2067-4635.2011.034.i.
   Google Scholar
• Morgestern, N. M., & Price, V. (1965). The analysis of the stability of general slip surfaces. Geotechnique, 15 (1), 70–93.
   Web of Science ®Google Scholar
• Nash, D. (1987). A comparative review of limit equilibrium methods of stability analysis. Slope stability Wiley, 11–75.
   Google Scholar
• Northern Appennine District Basin Authority. (2016). The flood risk management plan.
   Google Scholar
• NTC. (2018). Technical rules for constructions parameters. Italian Legislation.
   Google Scholar
• Orlandini, S., Moretti, G., & Albertson, J. D. (2015). Evidence of an emerging levee failure mechanism causing disastrous floods in Italy. Water Resources Research, 51(10), 7995–8011. https://doi.org/10.1002/2015WR017426
   Web of Science ®Google Scholar
• Pestanana, R., Matias, M., Canelas, R., Araujo, A., Roque, D., Van Zeller, E., Trigo-Teixeira, A., Ferreira, R., Oliveira, R., & Heleno, S. (2014). Calibration of 2D hydraulic inundation models in the floodplain region of the Lower Tagus River. Foundation for Science and Technology, 16.
   Google Scholar
• Sattar, M., etal (2019). Hydraulic modeling and evaluation equations for the incipient motion of sandbages for levee breach closure operations. Water, 11(2), 279. https://doi.org/10.3390/w11020279
   Web of Science ®Google Scholar
• Serre, D., etal (2008). Levee performance assessment methods integrated in a GIS. Journal of Infrastructures Systems, 14(3), 201–213. https://doi.org/10.1061/(ASCE)1076-0342(2008)14:3(201)
   Web of Science ®Google Scholar
• Sofia, G., Masin, R., & Tarolli, P. (2017). Prospects for crowdsourced information on the geomorphic ‘engineering’ by the invasive coypu (myocastor coypus). Earth Surface Processes and Landforms, 42(2), 365–377. https://doi.org/10.1002/esp.4081
   Web of Science ®Google Scholar
• Solari, L., Paris, E., & Michelazzo, G., 2014. Studi teorici e sperimentali per la valutazione della vulnerabilità arginale.Tuscany Region
   Google Scholar
• Todini, E. (2000). An operational decision support system for flood risk mapping. Urban Water, 1(2), 131–143. https://doi.org/10.1016/S1462-0758(00)00010-8
   Google Scholar
• Tourment, R., et al., 2018. European and US Levees and Flood Defences Characteristics, Risks and Governance. [Research Report] irstea.
   Google Scholar
• Tuscany Region Authority. (2003). Florence: Evaluation of the flow rates of Tuscany Region, ALTO2000 model.
   Google Scholar
• Vacondio, R., etal (2016). Simulation of the January 2014 flood on the Secchia river using a fast and high-resolution 2D parallel shallow-water numerical scheme. Natural Hazards, 80(1), 103–125. https://doi.org/10.1007/s11069-015-1959-4
   Web of Science ®Google Scholar
• Van, M., et al, 2019. Overviewing geotechnical issues associated with levees and dams in Europe and USA Geotechnical Engineering foundation of the future. XVII ECSMGE-2019 Reykjavik 8.
   Google Scholar
• Viero, D. P., etal (2013). Mathematical modeling of flooding due to river bank failure. Advances in Water Resources, 59, 82–94. https://doi.org/10.1016/j.advwatres.2013.05.011
   Web of Science ®Google Scholar
• Vorogushyn, S. (2010). A new methodology for flood hazard assessment considering dike breaches. Water Resource Research. 46 (8). https://doi.org/10.1029/2009WR008475.
   PubMedGoogle Scholar
• Vorogushyn, S., Merz, B., & Hapel, H. (2009). Development of dike fragility curves for piping and micro-instability breach mechanisms. Natural Hazards and Earth System Sciences, 1383–1401. https://doi.org/10.5194/nhess-9-1383-2009
   Web of Science ®Google Scholar
• Zhang, L., etal (2013). Assessment of flood risks in pearl river delta due to levee breaching. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 7(2), 122–133. https://doi.org/10.1080/17499518.2013.790733
   Google Scholar