Case study:Jufferbeek: Difference between revisions

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|Name of parent multi-site project=Building with nature measures in streams
|Name of parent multi-site project=Building with nature measures in streams
|Multi-site=No
|Multi-site=No
|Project summary=In 2006, dead wood was introduced in this stream. The purpose of this exercise was to restore the circulation of organic detritus and provide a habitat for particular species. It was also meant to raise the streambed and increase the retention capacity.
|Project summary=The Jufferbeek is a very small stream with an irregular discharge. It is a tributary of the Deurningerbeek and Regge. Parts of the stream are still meandering, but other parts, that are close to urban or industrial areas, have been straightened. In 2006, dead wood was introduced in this stream. The purpose of this exercise was to restore the circulation of organic detritus and provide a habitat for particular species. It was also meant to raise the streambed and increase the retention capacity.
|Monitoring surveys and results=Water levels downstream of the wood packages are higher and fluctuate more downstream of the wood package. This may be caused by the increased flow resistance due to the dead wood, leading to a higher water level for the same discharge. Water level peaks downstream of the wood package are smaller relative to the average water levels. This may because of water retention by the wood packages. As a result of the introduction of dead wood, sandy substrates have become less dominant and silty substrates have become more prominent. No change in nutrient levels was observed. A change in species composition was observed, but this change was short-lived. A subtle change in macroinvertebrate composition remained for a longer period afterwards.
|Project title=Jufferbeek
|Project title=Jufferbeek
}}
}}
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{{Case study subcatchment}}
{{Case study subcatchment
{{Site}}
|Subcatchment=Vecht (Overijssel)
}}
{{Site
|Name=Jufferbeek
|WFD water body code=NL05 Oudebornschebeek,
|WFD (national) typology=R6
|WFD water body name=Oude Bornsche Beek
|Pre-project morphology=Actively meandering, Straightened,
|Reference morphology=Actively meandering,
|Desired post project morphology=Actively meandering, Straightened,
|Heavily modified water body=Yes
|Protected species present=No
|Invasive species present=No
|Dominant substrate=Sand,
|River corridor land use=Broadleaf/mixed woodland (semi natural), Grassland, Intensive agriculture (arable), Parklands garden,
|Average bankfull channel width category=Less than 2 m
|Average bankfull channel depth category=0.5 - 2 m
|Average channel gradient category=0.001 - 0.01
|Avrg channel gradient=0.0016
}}
{{Project background}}
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{{Motivations}}
{{Motivations}}

Latest revision as of 14:26, 10 March 2021

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Location: 52° 17' 11.76" N, 6° 53' 54.31" E
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Project overview

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Status Complete
Project web site
Themes Habitat and biodiversity, Water quality
Country Netherlands
Main contact forename Maarten
Main contact surname Zonderwijk
Main contact user ID
Contact organisation Waterschap Vechtstromen
Contact organisation web site http://www.vechtstromen.nl
Partner organisations
Parent multi-site project

Building with nature measures in streams

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encompassing the following
projects
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Project summary

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The Jufferbeek is a very small stream with an irregular discharge. It is a tributary of the Deurningerbeek and Regge. Parts of the stream are still meandering, but other parts, that are close to urban or industrial areas, have been straightened. In 2006, dead wood was introduced in this stream. The purpose of this exercise was to restore the circulation of organic detritus and provide a habitat for particular species. It was also meant to raise the streambed and increase the retention capacity.

Monitoring surveys and results

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Water levels downstream of the wood packages are higher and fluctuate more downstream of the wood package. This may be caused by the increased flow resistance due to the dead wood, leading to a higher water level for the same discharge. Water level peaks downstream of the wood package are smaller relative to the average water levels. This may because of water retention by the wood packages. As a result of the introduction of dead wood, sandy substrates have become less dominant and silty substrates have become more prominent. No change in nutrient levels was observed. A change in species composition was observed, but this change was short-lived. A subtle change in macroinvertebrate composition remained for a longer period afterwards.

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Catchment and subcatchment

Catchment

River basin district Rijn
River basin Rijndelta

Subcatchment

River name Vecht
Area category 1000 - 10000 km²
Area (km2)
Maximum altitude category 100 - 200 m
Maximum altitude (m)
Dominant geology Siliceous, Organic
Ecoregion Central Plains
Dominant land cover Grassland, Intensive agriculture (arable), Broadleaf/mixed woodland (semi natural)
Waterbody ID NL36_OWM_014



Other case studies in this subcatchment: Beentjesgraven, Beneden Regge, De Doorbraak, Deurningerbeek, Dinkel Noord, Living Vechte-Dinkel, Marswetering, Midden Regge, Oude Bornschebeek, Oude Diep... further results


Site

Name Jufferbeek
WFD water body codes NL05 Oudebornschebeek
WFD (national) typology R6
WFD water body name Oude Bornsche Beek
Pre-project morphology Actively meandering, Straightened
Reference morphology Actively meandering
Desired post project morphology Actively meandering, Straightened
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 Broadleaf/mixed woodland (semi natural), Grassland, Intensive agriculture (arable), Parklands garden
Average bankfull channel width category Less than 2 m
Average bankfull channel width (m)
Average bankfull channel depth category 0.5 - 2 m
Average bankfull channel depth (m)
Mean discharge category
Mean annual discharge (m3/s)
Average channel gradient category 0.001 - 0.01
Average channel gradient 0.0016
Average unit stream power (W/m2)


Project background

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Works started
Works completed
Project completed
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Phase cost category cost exact (k€) Lead organisation Contact forename Contact surname
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

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Before measures After measures Qualitative Quantitative

Biological quality elements

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Monitoring documents



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Supplementary Information

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