Case study:Beek Lage Raam: Difference between revisions

From RESTORE
Jump to navigation Jump to search
No edit summary
No edit summary
Line 6: Line 6:
}}
}}
{{Project overview
{{Project overview
|Project title=Beek Lage Raam
|Status=In progress
|Status=In progress
|Themes=Habitat and biodiversity, Land use management - forestry
|Themes=Habitat and biodiversity, Land use management - forestry
Line 14: Line 13:
|Contact organisation=Waterschap Aa en Maas
|Contact organisation=Waterschap Aa en Maas
|Contact organisation url=www.aaenmaas.nl/
|Contact organisation url=www.aaenmaas.nl/
|Partner organisations=STOWA
|Multi-site=No
|Multi-site=No
|Project summary=In het Raamgebied waren van
origine veel kleine heide- en
veengebieden aanwezig welke
verbonden werden door natuurlijke
beekdalen. Met de ontginning van
deze gebieden zijn er waterlopen
gegraven om voor een voldoende
ontwatering te zorgen tijdens het
afgraven van veen. Eén van deze
waterlopen is de bovenloop van de
Lage Raam. Deze ligt in het
verlengde van de natuurlijke Lage
Raam en is geheel kunstmatig van
aard. Dit waterlichaam heeft dan
ook de typering (M1a) gebufferde
sloot. De gegraven Lage Raam
wordt bovenstrooms gevoed door
Tovensche beek en Ledeackerse
Beek en stroomt uit in de Lage
Raam.
|Project title=Beek Lage Raam
}}
}}
{{Image gallery}}
{{Image gallery}}

Revision as of 14:08, 31 July 2019

This case study is pending approval by a RiverWiki administrator.

Approve case study

 

0.00
(0 votes)


To discuss or comment on this case study, please use the discussion page.


Location: 51° 42' 23.62" N, 5° 47' 25.08" E
Loading map...
Left click to look around in the map, and use the wheel of your mouse to zoom in and out.


Project overview

Edit project overview
Status In progress
Project web site
Themes Habitat and biodiversity, Land use management - forestry
Country Netherlands
Main contact forename Waterschap
Main contact surname Aa en Maas
Main contact user ID
Contact organisation Waterschap Aa en Maas
Contact organisation web site http://www.aaenmaas.nl/
Partner organisations STOWA
Parent multi-site project
This is a parent project
encompassing the following
projects
No
This case study hasn’t got a picture, you can add one by editing the project overview.

Project summary

Edit project overview to modify the project summary.


In het Raamgebied waren van origine veel kleine heide- en veengebieden aanwezig welke verbonden werden door natuurlijke beekdalen. Met de ontginning van deze gebieden zijn er waterlopen gegraven om voor een voldoende ontwatering te zorgen tijdens het afgraven van veen. Eén van deze waterlopen is de bovenloop van de Lage Raam. Deze ligt in het verlengde van de natuurlijke Lage Raam en is geheel kunstmatig van aard. Dit waterlichaam heeft dan ook de typering (M1a) gebufferde sloot. De gegraven Lage Raam wordt bovenstrooms gevoed door Tovensche beek en Ledeackerse Beek en stroomt uit in de Lage Raam.

Monitoring surveys and results

This case study hasn’t got any Monitoring survey and results, you can add some by editing the project overview.

Lessons learnt

This case study hasn’t got any lessons learnt, you can add some by editing the project overview.


Image gallery


ShowHideAdditionalImage.png


Catchment and subcatchment



Site

Name
WFD water body codes
WFD (national) typology
WFD water body name
Pre-project morphology
Reference morphology
Desired post project morphology
Heavily modified water body
National/international site designation
Local/regional site designations
Protected species present
Invasive species present
Species of interest
Dominant hydrology
Dominant substrate
River corridor land use
Average bankfull channel width category
Average bankfull channel width (m)
Average bankfull channel depth category
Average bankfull channel depth (m)
Mean discharge category
Mean annual discharge (m3/s)
Average channel gradient category
Average channel gradient
Average unit stream power (W/m2)


Project background

Reach length directly affected (m)
Project started
Works started
Works completed
Project completed
Total cost category
Total cost (k€)
Benefit to cost ratio
Funding sources

Cost for project phases

Phase cost category cost exact (k€) Lead organisation Contact forename Contact surname
Investigation and design
Stakeholder engagement and communication
Works and works supervision
Post-project management and maintenance
Monitoring



Reasons for river restoration

Mitigation of a pressure
Hydromorphology
Biology
Physico-chemical
Other reasons for the project


Measures

Structural measures
Bank/bed modifications
Floodplain / River corridor
Planform / Channel pattern
Other
Non-structural measures
Management interventions
Social measures (incl. engagement)
Other


Monitoring

Hydromorphological quality elements

Element When monitored Type of monitoring Control site used Result
Before measures After measures Qualitative Quantitative

Biological quality elements

Element When monitored Type of monitoring Control site used Result
Before measures After measures Qualitative Quantitative

Physico-chemical quality elements

Element When monitored Type of monitoring Control site used Result
Before measures After measures Qualitative Quantitative

Any other monitoring, e.g. social, economic

Element When monitored Type of monitoring Control site used Result
Before measures After measures Qualitative Quantitative


Monitoring documents



Additional documents and videos


Additional links and references

Link Description

Supplementary Information

Edit Supplementary Information