Case study:Mill Pool: Difference between revisions

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Revision as of 12:52, 28 January 2013

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Location: 51° 32' 1.80" N, 0° 4' 23.10" E
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Project overview

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Status Complete
Project web site
Themes Social benefits
Country England
Main contact forename Toni
Main contact surname Scarr
Main contact user ID User:Ascarr
Contact organisation Environment Agency
Contact organisation web site http://www.environment-agency.gov.uk
Partner organisations
Parent multi-site project

Case_study:Lower River Roding Regeneration Project

This is a parent project
encompassing the following
projects
No
View from the new seating area overlooking the Lower Roding in Barking

Project summary

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Previous site use/issues

• There was poor riverside habitat as the site was formed of concrete banks and concrete revetment. The site is above a tidal barrier but does receive tidal variations on spring tides.

• The seating area on the edge of Mill Pool and the River Roding was largely redundant and unused.

• The design of the site limits the views from the site.

• The site did not convey any understanding about historic importance of the Mill Pool to Barking.

Enhancements

• ’Terracing’ of existing concrete riverbank to create intertidal habitat. The terraces are back filled with an appropriate gravel substrate and clad with timber sourced sustainably.

• Redesign of riverside seating area to improve outlook and convey information about historic importance of the Mill Pool.

• Worked in collaboration with local authority and local artist to produce seating area design.

Monitoring surveys and results

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Lessons learnt

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Catchment and subcatchment

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Subcatchment:Roding


Site

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Name Mill Pool
WFD water body codes GB530603911402
WFD (national) typology Intertidal
WFD water body name
Pre-project morphology Estuary (tidal)
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 Tidal
Dominant substrate Estuarine mud
River corridor land use Urban
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

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Reach length directly affected (m) 3030 m <br />0.03 km <br />3,000 cm <br />
Project started 2004/05/01
Works started
Works completed
Project completed 2006/03/31
Total cost category
Total cost (k€)
Benefit to cost ratio
Funding sources Office of the Deputy Prime Minister’s (now DCLG) Sustainable Communities Fund

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
Monitoring



Reasons for river restoration

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Mitigation of a pressure Flood and coastal erosion protection
Hydromorphology
Biology
Physico-chemical
Other reasons for the project Landscape enhancement


Measures

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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

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

Biological quality elements

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quality elements
Element When monitored Type of monitoring Control site used Result
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Physico-chemical quality elements

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quality elements
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Any other monitoring, e.g. social, economic

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Monitoring documents

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Additional links and references

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Supplementary Information

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