Case study:Beek Lage Raam

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Location: 51° 42' 23.62" N, 5° 47' 25.08" E

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Project overview

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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

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Project summary

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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.

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Catchment and subcatchment Select a catchment/subcatchment Site Edit site Name Lage Raam WFD water body codes NL38_8I/NL38_8G WFD (national) typology R5 WFD water body name Pre-project morphology Reference morphology Desired post project morphology Heavily modified water body No National/international site designation Local/regional site designations Protected species present No Invasive species present No Species of interest Dominant hydrology Dominant substrate Sand, Veen River corridor land use Intensive agriculture (arable) Average bankfull channel width category Less than 2 m Average bankfull channel width (m) 1.51.5 m <br />0.0015 km <br />150 cm <br /> Average bankfull channel depth category Less than 0.5 m Average bankfull channel depth (m) 0.50.5 m <br />5.0e-4 km <br />50 cm <br /> Mean discharge category Mean annual discharge (m3/s) Average channel gradient category Average channel gradient Average unit stream power (W/m2) Project background Edit project background Reach length directly affected (m) Project started 2012 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 Edit reasons for restoration Mitigation of a pressure Hydromorphology Biology Physico-chemical Other reasons for the project Measures Edit 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 Edit Hydromorphological quality elements Element When monitored Type of monitoring Control site used Result Before measures After measures Qualitative Quantitative Biological quality elements Edit biological quality elements Element When monitored Type of monitoring Control site used Result Before measures After measures Qualitative Quantitative Physico-chemical quality elements Edit 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 Edit Other responses Element When monitored Type of monitoring Control site used Result Before measures After measures Qualitative Quantitative Monitoring documents Upload monitoring documents Additional documents and videos Upload additional documents Additional links and references Edit links and references Link Description Supplementary Information Edit Supplementary Information