The results of mathematical modelling of three flooding scenarios due to levee breaking in the middle Po river (northern Italy) are presented. In this area some catastrophic floods that occurred in the nineteenth century caused the formation of several levee breaks and the inundation of wide plains (500–600 km2), with considerable water depths (6–7 m). The inundation dynamics as a result of a levee break occurring at different locations along the right river bank of the Po river were modelled using as upstream boundary condition a synthetic design hydrograph of 200 years return period. The hypothetical breaches were located where the historical ones occurred more frequently or where the more severe consequences of the flooding were expected. Three scenarios were numerically simulated with a two-dimensional mathematical model based on the shallow water equations solved by means of the well-known MacCormack finite difference scheme. When possible, a calibration of the model parameters on the basis of the available information about recent and historical events was performed. The fairly good agreement between computed results and historical data suggests that the proposed approach is capable of reproducing the main characteristics of the phenomenon, giving support to the design of flooding maps for risk assessment.
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March 2004
Research Article|
March 01 2004
Flooding scenarios due to levee breaking in the Po river Available to Purchase
F. Aureli;
F. Aureli
Departimento di Ingegneria Civile, Parco Area delle Scienze
Parma, Italy
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P. Mignosa
P. Mignosa
Departimento di Ingegneria Civile, Parco Area delle Scienze
Parma, Italy
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Publisher: Emerald Publishing
Received:
February 17 2003
Accepted:
November 13 2003
Online ISSN: 1751-7729
Print ISSN: 1741-7589
© 2004 Thomas Telford Ltd
2004
Proceedings of the Institution of Civil Engineers - Water Management (2004) 157 (1): 3–12.
Article history
Received:
February 17 2003
Accepted:
November 13 2003
Citation
Aureli F, Mignosa P (2004), "Flooding scenarios due to levee breaking in the Po river". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 157 No. 1 pp. 3–12, doi: https://doi.org/10.1680/wama.2004.157.1.3
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