| one publication added to basket [111196] | Flood risk analysis for the river Scheldt estuary
Marchand, M.; Crosato, A.; Klijn, F. (2006). Flood risk analysis for the river Scheldt estuary. Floodsite Consortium: [s.l.]. IV, 21 pp.
|  |
| Beschikbaar in | Auteurs |
|
Documenttype: Projectrapport
|
| Trefwoorden |
Analysis
Control > Flood control
Hazards > Weather hazards > Floods
Risks
Marien/Kust; Brak water |
| Project | Top | Auteurs |
- Integrated Flood Risk Analysis and Management Methodologies, meer
|
| Auteurs | | Top |
- Marchand, M., meer
- Crosato, A., meer
- Klijn, F.
|
|
|
| Abstract |
This report gives an overview of the history of flood risk management along the Scheldt estuary. Thepurpose of this overview is twofold. It documents the results obtained in the first activity of the Task25 Pilot, being focused on flood risk analysis, both in historical perspective and with regard to currentpolicies. Secondly, it provides an introduction to the Scheldt estuary for other partners in theFLOODsite project which will use the Scheldt Pilot for their own tasks and activities.The Scheldt estuary is a clear example where integrated water management is required. Integratedmeans in this case: meeting the objectives for 3 major basic functions and values of the estuary: safety,accessibility (navigation) and ecology. Recently finalised and ongoing projects, such as Proses and theSIGMA plan show a highly multidisciplinary approach in order to fulfil these objectives.From the perspective of flood risk management we see a significant difference in approach betweenBelgium and the Netherlands. The Belgian New Sigma Plan has used an approach that is strikinglysimilar to the FLOODsite methodology, i.e. going through the three phases Risk Analysis, RiskAssessment and Flood Management Strategy formulation. In contrast, the Dutch flood riskmanagement was developed over a long historical period, with the Delta Plan as the final apotheosis.In the time the Delta Plan was formulated, there was hardly any attention and technology available todetermine flood probability and flood damage. |
|
