PR 00295: verschil tussen versies
Geen bewerkingssamenvatting |
Geen bewerkingssamenvatting |
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| (13 tussenliggende versies door 3 gebruikers niet weergegeven) | |||
| Regel 1: | Regel 1: | ||
Within the Westernscheldt there is a need for nature compensation due to the dredging of the Scheldt. The | [[Bestand:Students working.jpg|miniatuur|HZ students working in the field at Knuitershoek, performing an ecological survey.]] | ||
Within the Westernscheldt there is a need for nature compensation due to the dredging of the Scheldt. The Province of Zealand has decided to add natural value to the Baalhoek and Knuitershoek by creating low flow velocity areas. With the change in velocity, there will also be a change in sedimentation and erosion rates, creating new dynamics in the research area. | |||
The project 'Buitendijkse Maatregelen' will be used as a monitoring program focusing on ecological changes and changes in the hydraulics. The main goal is to be able to supply the right stakeholders with spatial patterns based on morphological information (sediment height). From this information the projectteams can determine weather or not the desired sedimentation velocity is reached or it can make changes to reach this velocity. Within this research project the main questions we are trying to answer are: | The project 'Buitendijkse Maatregelen' will be used as a monitoring program focusing on ecological changes and changes in the hydraulics. The main goal is to be able to supply the right stakeholders with spatial patterns based on morphological information (sediment height). From this information the projectteams can determine weather or not the desired sedimentation velocity is reached or it can make changes to reach this velocity. Within this research project the main questions we are trying to answer are: | ||
| Regel 9: | Regel 10: | ||
'''Location:''' Knuitershoek & Baalhoek, Zeeland | '''Location:''' Knuitershoek & Baalhoek, Zeeland | ||
'''Contact:''' | '''Contact:''' {{Internal link|link=Gebruiker:Lage0009|name=Wietse van de Lageweg|dialog=process-linkpage-dialog}} | ||
{{Project config}} | {{Project config}} | ||
{{Project | {{Project | ||
| Regel 16: | Regel 17: | ||
|Start date=2017/03/01 | |Start date=2017/03/01 | ||
|End date=2022/12/31 | |End date=2022/12/31 | ||
|Summary= | |Summary=Het project buitendijkse maatregelen heeft als doel een laagdynamisch intergetijdengebied te creëren met een areaal van in totaal 57 hectare. Door het aanleggen van extra strekdammen en het ophogen van de bestaande wordt beoogd om bestaande veenrijke slikken geleidelijk te laten opslibben. | ||
|Show summary=Nee | |Show summary=Nee | ||
|Contact person= | |SummaryEn=In order to create a new nature area which can be categorized as an intertidal area with low flow dynamics multiple horizontal dykes will be placed in the Westernscheldt near the Baalhoek and Knuitershoek. This project is used as a monitoring program that focuses on the ecological changes, changes in sedimentation and changes in flow velocity. | ||
|Stakeholder=STKH 00061, | |Contact person=Gebruiker:Lage0009 | ||
|Stakeholder=STKH 00061,STKH 00064,STKH 00069,STKH 00070 | |||
|HZ theme=Water | |||
|SDG=Leven in het water | |||
|Show extra=Nee | |Show extra=Nee | ||
|Show navigation tree=Ja | |Show navigation tree=Ja | ||
Huidige versie van 30 okt 2023 om 09:49
Within the Westernscheldt there is a need for nature compensation due to the dredging of the Scheldt. The Province of Zealand has decided to add natural value to the Baalhoek and Knuitershoek by creating low flow velocity areas. With the change in velocity, there will also be a change in sedimentation and erosion rates, creating new dynamics in the research area.
The project 'Buitendijkse Maatregelen' will be used as a monitoring program focusing on ecological changes and changes in the hydraulics. The main goal is to be able to supply the right stakeholders with spatial patterns based on morphological information (sediment height). From this information the projectteams can determine weather or not the desired sedimentation velocity is reached or it can make changes to reach this velocity. Within this research project the main questions we are trying to answer are:
- 'What is the sedimentation velocity in the project area and areas surrounding it?'
- 'What processes determine sedimentation velocity within these areas?'
- 'How can the sedimentation velocity be influenced, in case the current velocity does not comply with the desired conditions?'
Research type: field research, desk analysis, lab research
Location: Knuitershoek & Baalhoek, Zeeland
Contact: Wietse van de Lageweg