Case study:Bijloop: Difference between revisions

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|Name of parent multi-site project=Building with nature measures in streams
|Name of parent multi-site project=Building with nature measures in streams
|Multi-site=No
|Multi-site=No
|Project summary=The Bijloop-Turfvaart stream system has been heavily modified for peat transport in the 15th century. Since then, it has been optimized for agricultural purposes. The low flow velocity, high water temperature and nutrient load cause a generally unfavourable ecological environment. The water authority has expiremented with removing fewer water plants. To this end, they planted trees lining the stream. Various species were used: black alder, summer oak, hazel, rowan, blackthorn, ash and buckthorn.
|Monitoring surveys and results=In the beginning of the project the stream discharge was too low, so that sludge and leaves piled up in the bed. This caused a high biological oxygen demand and consequently a low oxygen level. As the project developed, a continuous vegetation cover developed, making mowing unnecessary. Black alder and hazel proved especially suitable, since they grow fast. Oxygen levels have become more stable and nutrient runoff into the stream has decreased.
|Lessons learn=Flow dynamics are important to the success of stream-parallel vegetation planting. In streams with a low discharge, fallen trees and leaves can cause backwater effects and obstruction. If a high flow velocity can be maintained, this will not tend to be a problem. If vegetation does not develop quickly enough, there is a risk of bank instability.
|Project title=Bijloop
|Project title=Bijloop
}}
}}

Revision as of 14:13, 25 November 2020

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Location: 51° 32' 34.38" N, 4° 42' 24.91" 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, Water quality
Country Netherlands
Main contact forename Martin
Main contact surname Stamhuis
Main contact user ID
Contact organisation Waterschap Brabantse Delta
Contact organisation web site http://www.brabantsedelta.nl
Partner organisations
Parent multi-site project

Building with nature measures in streams

This is a parent project
encompassing the following
projects
No
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Project summary

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The Bijloop-Turfvaart stream system has been heavily modified for peat transport in the 15th century. Since then, it has been optimized for agricultural purposes. The low flow velocity, high water temperature and nutrient load cause a generally unfavourable ecological environment. The water authority has expiremented with removing fewer water plants. To this end, they planted trees lining the stream. Various species were used: black alder, summer oak, hazel, rowan, blackthorn, ash and buckthorn.

Monitoring surveys and results

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In the beginning of the project the stream discharge was too low, so that sludge and leaves piled up in the bed. This caused a high biological oxygen demand and consequently a low oxygen level. As the project developed, a continuous vegetation cover developed, making mowing unnecessary. Black alder and hazel proved especially suitable, since they grow fast. Oxygen levels have become more stable and nutrient runoff into the stream has decreased.

Lessons learnt

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Flow dynamics are important to the success of stream-parallel vegetation planting. In streams with a low discharge, fallen trees and leaves can cause backwater effects and obstruction. If a high flow velocity can be maintained, this will not tend to be a problem. If vegetation does not develop quickly enough, there is a risk of bank instability.


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Catchment and subcatchment



Site

Name Bijloop
WFD water body codes NL25_57a
WFD (national) typology R4
WFD water body name Bijloop-Turfvaart
Pre-project morphology
Reference morphology
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
River corridor land use
Average bankfull channel width category 2 - 5 m
Average bankfull channel width (m)
Average bankfull channel depth category 0.5 - 2 m
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

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

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)
Other


Monitoring

Hydromorphological quality elements

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

Biological quality elements

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

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

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


Monitoring documents



Additional documents and videos


Additional links and references

Link Description

Supplementary Information

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