U.S.-ITALY Research Workshop on the
Hydrometeorology, Impacts,and Management of Extreme Flood
Perugia; Italy, Nov. 13-17, 1995

THE NOVEMBER 1994 FLOOD EVENT ON THE PO RIVER STRUCTURAL AND NON-STRUCTURAL PROTECTIONS AGAINST INUNDATIONS

Enrico MARCHI*,
Giorgio ROTH**
and Franco SICCARDI*
*Hydraulic Institute of the University of Genova
Montallegro 1,
16145 Genova, Italy
**Hydraulic Institute of the University of Perugia
S. Lucia,
06125 Perugia, Italy

The paper presents , with reference to the 1994 disastrous flood event, the major features of the Po river basin and the policy undertaken to mitigate the effects of extreme flood events.The river drains the largest morphological unit of the Italian territory. River training works started in the lower Po during the Roman Age and developed up-stream, first as discontinuous systems, then connected to form two uninterrupted belts, which have reduced the overflow frequency but also the storage capacity of the river flood bed. The outcome is an increasing value of the flood peak with given probability in the lower Po, which is the reach with the higher flooding risk. On the other side, the upstream catchment, in which the river is provided with partial embankments, experienced recent flooding events, including the disastrous one of november 1994, and require protection. The risk mitigation policy designed by the italian National Dept. for Civil Protection takes into account all the components of the river system and their connections. It is clearly perceived that the development of traditional structural protection along the Po river has reached a critical stage; a further expansion of the existing levee system increases the down-stream risk. From the viewpoint of non structural protection, the river morphology and the past experience suggest that, based rainfall and discharge monitoring, early warnings of flood hazards can be provided to communities that could be affected by such occurrences. An example of the coherence between predicted and observed rainfall field is given whith reference to the 1994 event. Finally, to reduce the flooding risk in the lower Po a reduction of the flood discharge entering this reach is needed. The paper shows that this aim can be obtained only by diverting the higher part of the flood from the river immediately upstream of the lower Po, allowing the inundation and the temporary storage of the diverted water on pre-designed large agricultural areas. Implementing such a policy will require a reliable system of flood warning and, above all, a sound regulatory authority.


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