Case study:Traditioneel Beekherstel Koffiegoot

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Location: 52° 6' 54.88" N, 6° 42' 29.08" E

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Project overview

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Status	Complete
Project web site
Themes	Flood risk management, Habitat and biodiversity, Land use management - forestry, Monitoring
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
This is a parent project encompassing the following projects	No

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Catchment and subcatchment Select a catchment/subcatchment Edit the catchment and subcatchment details (affects all case studies in this subcatchment) Catchment River basin district Rijn River basin Rijndelta Subcatchment River name Schipbeek Area category 100 - 1000 km² Area (km2) Maximum altitude category Less than 100 m Maximum altitude (m) 2323 m <br />0.023 km <br />2,300 cm <br /> Dominant geology Siliceous Ecoregion Central Plains Dominant land cover Intensive agriculture (arable), Plantation forestry, Grassland Waterbody ID NL07_0028 Other case studies in this subcatchment: Beekherstel Buurserbeek, Beekherstel Zuidelijk Afwateringskanaal Site Edit site Name Koffijgoot WFD water body codes WFD (national) typology R4 WFD water body name Pre-project morphology Actively meandering Reference morphology Actively meandering Desired post project morphology 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 Average bankfull channel width category Less than 2 m Average bankfull channel width (m) 11 m <br />0.001 km <br />100 cm <br /> Average bankfull channel depth category Less than 0.5 m Average bankfull channel depth (m) 0.40.4 m <br />4.0e-4 km <br />40 cm <br /> Mean discharge category Less than 0.1 m³/s Mean annual discharge (m3/s) 0.10.1 m³/s <br />100 l/s <br /> Average channel gradient category more than 0.1 Average channel gradient 0.2 Average unit stream power (W/m2) 196.14196.14 W/m² <br /> Project background Edit project background Reach length directly affected (m) Project started 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 Vermoerassing/de beek het bos ingestuurd 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