Case study:Day Brook Restoration - Gedling: Difference between revisions

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Revision as of 12:10, 2 June 2014

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Location: 52° 59' 38.90" N, 1° 8' 15.42" W
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Project overview

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Status Complete
Project web site
Themes Flood risk management, Habitat and biodiversity, Urban
Country England
Main contact forename John
Main contact surname Brewington
Main contact user ID User:John Brewington
Contact organisation Environment Agency
Contact organisation web site http://www.environment-agency.gov.uk
Partner organisations Groundwork Greater Nottingham, Environment Agency, Nottinghamshire County Council, Gedling Borough Council
Parent multi-site project
This is a parent project
encompassing the following
projects
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Project picture

Project summary

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This project is restoring natural features to a section of the Day Brook as it flows through a small park on the outskirts of Nottingham city.

The brook is being moved from the existing heavily modified and shaded channel into a more natural course. Brook length has been increased with the introduction of a meanders along with shallower, soft banks and variation in flow and bed conditions.

With the material produced from the channel excavations, a shallow bund has been constructed to retain flood waters within the park in order to help reduce flooding of downstream properties.

In an effort to raise awareness of the watercourse and to create a more attractive park environment, 2 new bridges will take an existing path over the new brook channel.

This part of the brook is one of the few sections not within a culvert as it flows through Gedling Borough. Beyond this section the brook continues to flow within a heavily modified channel and the entire length is subject to pollution from diffuse, urban sources.

This project is a sister project to the Day Brook rain gardens - http://restorerivers.eu/wiki/index.php?title=Case_study%3ADay_Brook_Rain_Gardens

Restoration work commenced in February 2014.

Monitoring surveys and results

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Lessons learnt

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Image gallery


Day Brook before
Day Brook before
Day Brook construction
New channel and reed bed 23 April 2014.JPG
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Catchment and subcatchment

Catchment

River basin district Humber
River basin Lower Trent and Erewash

Subcatchment

River name Day Brook from Source to River Lean
Area category 10 - 100 km²
Area (km2)
Maximum altitude category 100 - 200 m
Maximum altitude (m) 153153 m <br />0.153 km <br />15,300 cm <br />
Dominant geology Calcareous
Ecoregion Great Britain
Dominant land cover Suburban
Waterbody ID GB104028052860



Other case studies in this subcatchment: Day Brook Rain Gardens


Site

Name
WFD water body codes
WFD (national) typology
WFD water body name
Pre-project morphology
Reference morphology
Desired post project morphology
Heavily modified water body
National/international site designation
Local/regional site designations
Protected species present
Invasive species present
Species of interest
Dominant hydrology
Dominant substrate
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
Mean annual discharge (m3/s)
Average channel gradient category
Average channel gradient
Average unit stream power (W/m2)


Project background

Reach length directly affected (m) 115115 m <br />0.115 km <br />11,500 cm <br />
Project started
Works started 2014/02/03
Works completed
Project completed
Total cost category
Total cost (k€)
Benefit to cost ratio
Funding sources Environment Agency - Nottinghamshire County Council - Gedling Borough Council - B&Q

Cost for project phases

Phase cost category cost exact (k€) Lead organisation Contact forename Contact surname
Investigation and design 1 - 10 k€ Groundwork Greater Nottingham Paul Crawford
Stakeholder engagement and communication Less than 1 k€ WatersideCare Lee Copplestone
Works and works supervision 100 - 500 k€ Groundwork Greater Nottingham Paul Crawford
Post-project management and maintenance
Monitoring



Reasons for river restoration

Mitigation of a pressure Flood risk management
Hydromorphology Channel pattern/planform, Quantity & dynamics of flow, Width & depth variation
Biology
Physico-chemical Nutrient concentrations, Specific synthetic pollutants, Oxygen balance
Other reasons for the project Community demand, Landscape enhancement


Measures

Structural measures
Bank/bed modifications Channel reprofiling, Recovery of channel morphology
Floodplain / River corridor Floodplain reconnection
Planform / Channel pattern Channel naturalisation, Re-meandering
Other
Non-structural measures
Management interventions
Social measures (incl. engagement) Community awareness of urban catchment challenges
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

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Supplementary Information

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