Case study:Marswetering

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Location: 52° 29' 48.39" N, 6° 18' 11.89" E
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Project overview

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Status Complete
Project web site
Themes Environmental flows and water resources, Habitat and biodiversity, Hydromorphology, Monitoring, Water quality
Country Netherlands
Main contact forename Sander
Main contact surname Verheijen
Main contact user ID
Contact organisation Waterschep Drents Overijsselse Delta
Contact organisation web site http://www.wdodelta.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 Marswetering is a slow flowing river in a region that is characterized by agriculture, woodland and rural estates. Its natural hydrological regime has been altered by withdrawals for agricultural purposes and by water level regulating structures. As a consequence, development of vegetation, macroinvertebrates and fish have been held back. The water authority has made an attempt to create more variation in morphology and flow structure of the Marswetering by introducing dead wood in the stream. The wood was introduced at five locations below the water line to create narrower stretches in the stream. Additionally, the banks were divided into a green and a blue zone. In the blue zone, vegetation was regularly removed to ensure flow continuity. In the green zone, vegetation is removed less regulaly and in a way that contributes to a varied flow structure. Fish passages have also been created in the Marswetering. Further efforts are planned to broaden the waterway and recreate meanders.

Monitoring surveys and results

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The effect of the measures on the abundance of macroinvertebrate and fish has been monitored. The dead wood experiments did not yield any favourable results, probably because the stream has a rather low discharge and is therefore less suitable for this type of measures. Vegetation development is monitored by FLORON. Macroinvertebrates are monitored at 3-4 locations per stream as part of a regional project in the Marswetering, Overijssels Kanaal and Beentjesgraven. The overall ecological quality ratios of the stream has improved.

Lessons learnt

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Although the dead wood method yielded no results in this particular location, it has since been applied in various other projects and is generally well received by society. An important lesson is that a sufficiently high discharge is required for this measure to function. Projects such as this one can be complicated by a shortage of available wood and problems cleaning out debris. It has also been noticed that willow wood is less suitable for this measure, as it degrades quickly and is likely to sprout.


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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, Jufferbeek, Living Vechte-Dinkel, Midden Regge, Oude Bornschebeek, Oude Diep... further results


Site

Name Marswetering
WFD water body codes NL04_MARS-WETERING
WFD (national) typology R5
WFD water body name Marswetering
Pre-project morphology Straightened
Reference morphology Low gradient passively meandering
Desired post project morphology Low gradient passively 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
Average bankfull channel width category
Average bankfull channel width (m)
Average bankfull channel depth category
Average bankfull channel depth (m)
Mean discharge category 0.1 - 1.0 m³/s
Mean annual discharge (m3/s)
Average channel gradient category Less than 0.001
Average channel gradient
Average unit stream power (W/m2)


Project background

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Project started
Works started
Works completed
Project completed
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Investigation and design
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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
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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
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Biological 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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