Case study:Ching Brook at Walthamstow Greyhound Stadium

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Location: 51° 36' 9.95" N, 0° 0' 47.08" W
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Project overview

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Status Planned
Project web site
Themes Flood risk management, Habitat and biodiversity, Social benefits
Country England
Main contact forename Kevin
Main contact surname Reid
Main contact user ID
Contact organisation Greater London Authority
Contact organisation web site http://https://www.london.gov.uk/
Partner organisations
Parent multi-site project
This is a parent project
encompassing the following
projects
No
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Project summary

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The restoration of this section will be a significant step in restoring this relatively short brook to a more natural state on its way to its confluence with the River Lee. The brook has been culverted since the development of the stadium in the 1930s. The area has suffered localised flooding from the stream which has an upstream catchment mostly consisting of parkland and Epping Forest.

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Catchment and subcatchment

Catchment

River basin district Thames
River basin London

Subcatchment

River name Ching Brook
Area category 10 - 100 km²
Area (km2)
Maximum altitude category 100 - 200 m
Maximum altitude (m) 120120 m <br />0.12 km <br />12,000 cm <br />
Dominant geology Calcareous
Ecoregion Great Britain
Dominant land cover Suburban
Waterbody ID GB106038027930



Site

Name
WFD water body codes GB106038027930
WFD (national) typology
WFD water body name Ching Brook
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
River corridor land use
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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) 250 m0.25 km <br />25,000 cm <br />
Project started 2008/01/01
Works started
Works completed
Project completed
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Benefit to cost ratio
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Cost for project phases

Phase cost category cost exact (k€) Lead organisation Contact forename Contact surname
Investigation and design
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Works and works supervision
Post-project management and maintenance
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Reasons for river restoration

Mitigation of a pressure Flood risk management
Hydromorphology Channel pattern/planform, Width & depth variation
Biology
Physico-chemical
Other reasons for the project


Measures

Structural measures
Bank/bed modifications Deculverting
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
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Supplementary Information

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