Case study:Blake Avenue, Mayes Brook

From RESTORE
Revision as of 11:30, 5 June 2017 by Alexrrc (talk | contribs)
(diff) ← Older revision | Latest revision (diff) | Newer revision → (diff)
Jump to navigation Jump to search

This case study is pending approval by a RiverWiki administrator.

Approve case study

 

0.00
(0 votes)


To discuss or comment on this case study, please use the discussion page.


Location: 51° 31' 55.86" N, 0° 6' 1.16" E
Loading map...
Left click to look around in the map, and use the wheel of your mouse to zoom in and out.


Project overview

Edit project overview
Status Planned
Project web site
Themes Flood risk management
Country England
Main contact forename Becca
Main contact surname O’Shea
Main contact user ID
Contact organisation Environment Agency
Contact organisation web site http://www.gov.uk/government/organisations/environment-agency
Partner organisations
Parent multi-site project
This is a parent project
encompassing the following
projects
No
This case study hasn’t got a picture, you can add one by editing the project overview.

Project summary

Edit project overview to modify the project summary.


To enhance the current flood storage area for nature conservation, including target BAP species such as water vole. This can be achieved by reinstating natural earth banks and the creation of a marginal aquatic zone. To create BAP habitats such as reedbeds and standing water in the form of wetlands and backwater creation. To allow and improve public access to the brook and help encourage environmental awareness and social involvement with local wildlife. Blake Avenue is a side-spill flood alleviation area situated on the right bank of Mayes Brook 3139m², located 500m upstream of County Gardens flood alleviation area. The channel within this section is straight with a reinforced right bank incorporating a sluice, which is located in the middle for drainage following flood events. The earth-bunded flood storage area comprises well maintained grassland, which is cut 4-6 times a year during the growing season. The area is inundated 3-4 times a year and requires dredging every 5-10years. The site is EA-owned and lies directly adjacent to residential properties.

Monitoring surveys and results

This case study hasn’t got any Monitoring survey and results, you can add some by editing the project overview.

Lessons learnt

This case study hasn’t got any lessons learnt, you can add some by editing the project overview.


Image gallery


ShowHideAdditionalImage.png


Catchment and subcatchment

Catchment

River basin district Thames
River basin Roding, Beam and Ingrebourne

Subcatchment

River name Seven Kings Water
Area category 10 - 100 km²
Area (km2)
Maximum altitude category 100 - 200 m
Maximum altitude (m) 101101 m <br />0.101 km <br />10,100 cm <br />
Dominant geology Calcareous
Ecoregion Great Britain
Dominant land cover Suburban
Waterbody ID GB106037028170



Other case studies in this subcatchment: County Gardens, Mayes Brook, Fairlop Plain and Fairlop Water, Goodmayes Park, Mayes Brook, Loxford Water, Mayesbrook Climate Change Park restoration project, Seven Kings Water


Site

Name
WFD water body codes GB106037028170
WFD (national) typology
WFD water body name Seven Kings Water
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
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)
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 Flood risk management
Hydromorphology
Biology Vertebrates
Physico-chemical
Other reasons for the project Community demand


Measures

Structural measures
Bank/bed modifications Bank reprofiling
Floodplain / River corridor Reedbed creation
Planform / Channel pattern
Other UK BAP habitat creation/restoration
Non-structural measures
Management interventions
Social measures (incl. engagement) Improved public access, Community Education
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

Edit Supplementary Information