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.