Case study:Hooge Raam

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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

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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

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Reasons for river restoration

Mitigation of a pressure
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Measures

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Floodplain / River corridor
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Monitoring

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