| one publication added to basket [197885] | Veiligheid tegen overstromen. Indicatoren voor het Schelde-estuarium. Opgemaakt in opdracht van Afdeling Maritieme Toegang, projectgroep EcoWaMorSe, Vlaams Nederlandse Scheldecommissie
(2010). Veiligheid tegen overstromen. Indicatoren voor het Schelde-estuarium. Opgemaakt in opdracht van Afdeling Maritieme Toegang, projectgroep EcoWaMorSe, Vlaams Nederlandse Scheldecommissie. VLIZ Information Sheets, 201. Vlaams Instituut voor de Zee (VLIZ): Oostende. 11 pp.
Part of: VLIZ Information Sheets. Flanders Marine Institute (VLIZ): Oostende, more
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| Project | Top | Datasets |
- Indicators of sustainable development for the Scheldt estuary, more
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| Datasets (12) |
- 10-yearly average high water levels for the period 1888-2000 (Western Scheldt - Sea Scheldt), more
- 10-yearly average low water levels for the period 1888-2000 (Western Scheldt - Sea Scheldt), more
- Classification of high floods and storm surges based on exceedance frequencies and associated water levels at Vlissingen, more
- Estimated economic flood risks (million euros per year, constant prices 2004) for the dike ring areas along the Western Scheldt 1950, 1975, 2005, more
- Estimated victim risks (number per year) for the dike ring areas along the Western Scheldt 1950, 1975 and 2005, more
- Historical development of high and low water levels in the Scheldt estuary, more
- Map of the four dike ring areas (29, 30, 31 and 32) along the Western Scheldt, more
- Number of high floods and storm surges per decade in Vlissingen according to current classification for the period 1888-2008, more
- Number of storm surges per decade at Antwerp - Pilotage for the period 1900- 2008, more
- Overview of the planned surface area of the areas to be realized for water storage within the framework of the first Sigma Plan (1977) and according to the phasing of the Most Desirable Alternative of the updated Sigma Plan, more
- Risk map of Flanders. The map only includes economic damage risks and no victim risks., more
- The risk of flooding is determined by the strength and load of the dike, the value and the people behind the dike, more
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