Case study:Hooge Raam: Difference between revisions

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{{Case study status
|Approval status=Draft
}}
{{Location
|Location=51.722940223315106, 5.7070682806527095
}}
{{Project overview
{{Project overview
|Status=Complete
|Status=Complete
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|Contact organisation=Waterschap Aa en Maas
|Contact organisation=Waterschap Aa en Maas
|Contact organisation url=www.aaenmaas.nl
|Contact organisation url=www.aaenmaas.nl
|Name of parent multi-site project=Building with nature measures in streams
|Name of parent multi-site project=Case_study:Building with Nature
|Multi-site=No
|Multi-site=No
|Project summary=The Hooge Raam is a tributary of the Lage Raam stream. It is a fast-flowing stream in a mostly natural area. After deepening and weir construction, the waterway had become too wide and too deep for its discharge. Fifteen years ago, maintenance was suspended. A new bed was dug out, in which the stream was allowed to meander. In parts of the stream, dead branches and trunks were introduced. In other parts, trees were planted along the banks to provide shade.
|Project summary=Building with nature measures in streams
The Hooge Raam is a tributary of the Lage Raam stream. It is a fast-flowing stream in a mostly natural area. After deepening and weir construction, the waterway had become too wide and too deep for its discharge. Fifteen years ago, maintenance was suspended. A new bed was dug out, in which the stream was allowed to meander. In parts of the stream, dead branches and trunks were introduced. In other parts, trees were planted along the banks to provide shade.
|Monitoring surveys and results=The outlet of the stream has become richer in great manna grass and sludge. The stream remains within its planned meandering zone. The lower temperature proves suitable for species that prefer higher flow velocities, like fish and dragonflies.
|Monitoring surveys and results=The outlet of the stream has become richer in great manna grass and sludge. The stream remains within its planned meandering zone. The lower temperature proves suitable for species that prefer higher flow velocities, like fish and dragonflies.
|Project title=Hooge Raam
|Project title=Hooge Raam
}}
}}
{{Case study status
|Approval status=Draft
}}
{{Location
|Location=51.722940223315106, 5.7070682806527095
}}
{{Image gallery}}
{{Image gallery}}
{{Image gallery end}}
{{Image gallery end}}
{{Toggle button}}
{{Toggle button}}
{{Toggle content start}}
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{{Case study subcatchment}}
{{Case study subcatchment
|Subcatchment=Raam
}}
{{Site
{{Site
|Name=Hooge Raam
|Name=Hooge Raam
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|WFD (national) typology=R14
|WFD (national) typology=R14
|WFD water body name=Halsche Beek en Hooge Raam
|WFD water body name=Halsche Beek en Hooge Raam
|Pre-project morphology=Naturally straight,
|Pre-project morphology=Actively meandering,
|Reference morphology=Naturally straight,
|Reference morphology=Over deepened,
|Desired post project morphology=Naturally straight,
|Desired post project morphology=Actively meandering,
|Heavily modified water body=Yes
|Heavily modified water body=Yes
|Protected species present=No
|Protected species present=No
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|Dominant substrate=Sand,
|Dominant substrate=Sand,
|River corridor land use=Intensive agriculture (arable),
|River corridor land use=Intensive agriculture (arable),
|Average bankfull channel width category=5 - 10 m
|Avrg bankfull channel width=7
|Average bankfull channel depth category=Less than 0.5 m
|Avrg1 bankfull channel depth=0.3
|Mean discharge category=0.1 - 1.0 m³/s
|Mn discharge=0.2
|Average channel gradient category=0.001 - 0.01
|Avrg channel gradient=0.0018
}}
}}
{{Project background}}
{{Project background}}

Latest revision as of 12:38, 26 September 2024


Project overview

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Status Complete
Project web site
Themes Hydromorphology
Country Netherlands
Main contact forename Bram
Main contact surname Spierings
Main contact user ID
Contact organisation Waterschap Aa en Maas
Contact organisation web site http://www.aaenmaas.nl
Partner organisations
Parent multi-site project

Case_study:Building with Nature

This is a parent project
encompassing the following
projects
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Project summary

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Building with nature measures in streams The Hooge Raam is a tributary of the Lage Raam stream. It is a fast-flowing stream in a mostly natural area. After deepening and weir construction, the waterway had become too wide and too deep for its discharge. Fifteen years ago, maintenance was suspended. A new bed was dug out, in which the stream was allowed to meander. In parts of the stream, dead branches and trunks were introduced. In other parts, trees were planted along the banks to provide shade.

Monitoring surveys and results

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The outlet of the stream has become richer in great manna grass and sludge. The stream remains within its planned meandering zone. The lower temperature proves suitable for species that prefer higher flow velocities, like fish and dragonflies.

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Location: 51° 43' 22.58" N, 5° 42' 25.45" E
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Catchment and subcatchment

Catchment

River basin district Meuse
River basin Maas

Subcatchment

River name Oeffeltsche Raam
Area category 100 - 1000 km²
Area (km2)
Maximum altitude category Less than 100 m
Maximum altitude (m)
Dominant geology Siliceous
Ecoregion Western Plains
Dominant land cover Intensive agriculture (arable), Grassland, Broadleaf/mixed woodland (semi natural)
Waterbody ID NL38_8P, NL38_8I



Other case studies in this subcatchment: Beek Lage Raam, Beekherstel Lactariabeek, Lactariabeek, Oeffeltse Raam, Tovensche Beek


Site

Name Hooge Raam
WFD water body codes NL38_8F
WFD (national) typology R14
WFD water body name Halsche Beek en Hooge Raam
Pre-project morphology Actively meandering
Reference morphology Over deepened
Desired post project morphology Actively 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 Intensive agriculture (arable)
Average bankfull channel width category 5 - 10 m
Average bankfull channel width (m) 77 m <br />0.007 km <br />700 cm <br />
Average bankfull channel depth category Less than 0.5 m
Average bankfull channel depth (m) 0.30.3 m <br />3.0e-4 km <br />30 cm <br />
Mean discharge category 0.1 - 1.0 m³/s
Mean annual discharge (m3/s) 0.20.2 m³/s <br />200 l/s <br />
Average channel gradient category 0.001 - 0.01
Average channel gradient 0.0018
Average unit stream power (W/m2) 0.504360.504 W/m² <br />


Project background

Reach length directly affected (m)
Project started
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

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

Biological quality elements

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Before measures After measures Qualitative Quantitative

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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