Case study:Groote Beek

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Location: 52° 0' 44.67" N, 6° 16' 17.17" E
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Project overview

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Status Complete
Project web site
Themes Habitat and biodiversity, Hydromorphology
Country Netherlands
Main contact forename John
Main contact surname Lenssen
Main contact user ID
Contact organisation Waterschap Rijn en Ijssel
Contact organisation web site http://www.wrij.nl
Partner organisations
Parent multi-site project

Building with nature measures in streams

This is a parent project
encompassing the following
projects
No
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Project summary

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The Groote Beek is a tributary of the river IJssel. It has its origin in the Zelhemse Enk and Kruisbergsche Bossen. The water authority used this stream to get some experience with main channel mowing.

Monitoring surveys and results

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Backwater effects and vegetation regrowth are still being monitored.

Lessons learnt

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Catchment and subcatchment

Catchment

River basin district Rijn
River basin Rijndelta

Subcatchment

River name Baakse Beek
Area category 100 - 1000 km²
Area (km2) 360360 km² <br />36,000 ha <br />
Maximum altitude category Less than 100 m
Maximum altitude (m) 3333 m <br />0.033 km <br />3,300 cm <br />
Dominant geology Siliceous
Ecoregion Central Plains
Dominant land cover Grassland, Intensive agriculture (arable), Broadleaf/mixed woodland (semi natural)
Waterbody ID NL07_0014_2



Site

Name Grote Beek
WFD water body codes NL07_0011
WFD (national) typology R5
WFD water body name Grote Beek
Pre-project morphology Straightened
Reference morphology Actively meandering
Desired post project morphology Low gradient passively meandering
Heavily modified water body Yes
National/international site designation
Local/regional site designations
Protected species present No
Invasive species present No
Species of interest
Dominant hydrology
Dominant substrate Sand
River corridor land use Grassland, Intensive agriculture (arable)
Average bankfull channel width category
Average bankfull channel width (m)
Average bankfull channel depth category
Average bankfull channel depth (m)
Mean discharge category 0.1 - 1.0 m³/s
Mean annual discharge (m3/s) 0.70.7 m³/s <br />700 l/s <br />
Average channel gradient category Less than 0.001
Average channel gradient 0.00034
Average unit stream power (W/m2)


Project background

Reach length directly affected (m)
Project started
Works started
Works completed
Project completed
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Total cost (k€)
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Cost for project phases

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Investigation and design
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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)
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Monitoring

Hydromorphological quality elements

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

Biological quality elements

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Physico-chemical quality elements

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Any other monitoring, e.g. social, economic

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Monitoring documents



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Supplementary Information

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