Flood mapping using LIDAR DEM. Limitations of the 1-D modeling highlighted by the 2-D approach

Author:

Costabile Pierfranco,Macchione Francesco,Natale Luigi,Petaccia Gabriella

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Atmospheric Science,Water Science and Technology

Reference72 articles.

1. Alho P, Aaltonen J (2008) Comparing a 1D hydraulic model with a 2D hydraulic model for the simulation of extreme glacial outburst floods. Hydrol Proces 22:1537–1547

2. Anderson BG, Rutherfurd ID, Western AW (2006) An analysis of the influence of riparian vegetation on the propagation of flood waves. Environ Modell Softw 21:1290–1296

3. Arcement GJ Jr, Schneider VR (1989) Guide for selecting Manning’s roughness coefficients for natural channels and flood plains. US geological survey water-supply paper, Vol 2339

4. Ballestreros JA, Bodoque JM, Díez-Herrero A, Sanchez-Silva M, Stoffel M (2011) Calibration of floodplain roughness and estimation of flood discharge based on tree—ring evidence and hydraulic modeling. J Hydrol 403:103–115

5. Bladé E, Gómez-Valentín M, Dolz J (1994) Quasi two dimensional modelling of flood routing in rivers and flood plains by means of storage cells. In: Molinaro P, Natale L (eds) Modelling of flood propagation over initially dry areas, proceedings of the specialty conference co sponsored by ASCE CNR/GNDCI-ENEL SPA. ASCE, NewYork, pp 156–170

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