Case study:Wandle River Restoration Project: Hackbridge: Difference between revisions

From RESTORE
Jump to navigation Jump to search
(Created page with "{{Case study status |Approval status=Draft }} {{Location |Location=51.377131, -0.160390 }} {{Project overview |Project title=Wandle River Restoration Project: Hackbridge |Stat...")
 
No edit summary
 
(11 intermediate revisions by 3 users not shown)
Line 1: Line 1:
{{Case study status
{{Case study status
|Approval status=Draft
|Approval status=Approved
}}
}}
{{Location
{{Location
Line 6: Line 6:
}}
}}
{{Project overview
{{Project overview
|Project title=Wandle River Restoration Project: Hackbridge
|Status=Complete
|Status=In progress
|Themes=Habitat and biodiversity, Hydromorphology, Social benefits
|Themes=Habitat and biodiversity, Hydromorphology, Social benefits
|Country=England
|Country=England
|Main contact forename=Tim
|Main contact forename=Tim
|Main contact surname=Longstaff
|Main contact surname=Longstaff
|Main contact id=JoshRRC
|Main contact id=Pollygwenbryant
|Contact organisation=Wandle Trust
|Contact organisation=Wandle Trust
|Contact organisation url=www.wandletrust.org
|Partner organisations=London Borough of Sutton,
|Name of parent multi-site project=Case_study:River Wandle Restoration Project
|Multi-site=No
|Multi-site=No
|Project picture=Hackbridge Before, During and After.png
|Picture description=Hackbridge Restoration © Wandle Trust
|Project summary=This project is one of four sites delivered through the Defra Catchment Restoration Fund.
Designs were developed based on detailed 2D flood modelling undertaken in conjunction with cbec eco-engineering. Practical works were delivered during Summer 2014 with appointed contractors, Cain Bioengineering.
 
The work started with the removal of old toe-boarding from around the edge of Culvers Island. The island was re-profiled with a new bank line created using hazel faggot bundles secured with chestnut stakes and backed with coir netting.  Sediment from the channel was then placed behind the new bank line.  
 
The weir structures either side of the island were removed and the river channel narrowed using a combination of chestnut posts and hazel faggot bundles or gabion stone.
 
A causeway was built to create a backwater pond area using coir geotextile layered over a bed of stone and weighed down with gravel and sediment and planted with aquatic plants. The new island banks were re-graded to create a gradually sloped bank to which a variety of aquatic vegetation was planted with a team of 60 volunteers over three days.
 
Variations in depth, width and the introduction of gravel, small boulders and Large Woody Debris have all provided a diversity of habitats and increased the flow diversity of the channel throughout the site.
|Lessons learn=Challenges:
- Very urban nature of the site. Complex flood modelling and design was required.
- Multiple underground utilities which had to be identified and avoided during the works.
- Many and varied stakeholder needs and opinions.
}}
}}
{{Image gallery}}
{{Image gallery}}
Line 20: Line 46:
{{Toggle button}}
{{Toggle button}}
{{Toggle content start}}
{{Toggle content start}}
{{Case study subcatchment}}
{{Case study subcatchment
{{Site}}
|Subcatchment=Wandle (Carshalton Branch at Carshalton)
{{Project background}}
}}
{{Motivations}}
{{Site
{{Measures}}
|WFD water body code=GB106039017640
|WFD water body name=Wandle (Carshalton Branch at Carshalton)
|Heavily modified water body=No
|Protected species present=No
|Invasive species present=No
}}
{{Project background
|Project started=2012/09/01
|Works started=2015/03/01
}}
{{Motivations
|Hydromorphological quality elements=Quantity & dynamics of flow, Width & depth variation,
|Biological quality elements=fish passage, fish habitat, invertebrates, plants
|Physico-chemical quality elements=improved oxygenation
|Other motivation=enhanced aesthetics
}}
{{Measures
|Bank and bed modifications measure=Weir removal, Habitat diversification,
|Floodplain / River corridor=Marginal wetland berms created
|Planform / Channel pattern=Increase in-channel hydromorphological diversity,
|Social measures=Community involvement, Aesthetics,
}}
{{Hydromorphological quality elements header}}
{{Hydromorphological quality elements header}}
{{End table}}
{{End table}}

Latest revision as of 15:30, 6 June 2017

0.00
(0 votes)


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


Location: 51° 22' 37.67" N, 0° 9' 37.40" W
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 Complete
Project web site
Themes Habitat and biodiversity, Hydromorphology, Social benefits
Country England
Main contact forename Tim
Main contact surname Longstaff
Main contact user ID User:Pollygwenbryant
Contact organisation Wandle Trust
Contact organisation web site http://www.wandletrust.org
Partner organisations London Borough of Sutton
Parent multi-site project

Case_study:River Wandle Restoration Project

This is a parent project
encompassing the following
projects
No
Hackbridge Restoration © Wandle Trust

Project summary

Edit project overview to modify the project summary.


This project is one of four sites delivered through the Defra Catchment Restoration Fund.

Designs were developed based on detailed 2D flood modelling undertaken in conjunction with cbec eco-engineering. Practical works were delivered during Summer 2014 with appointed contractors, Cain Bioengineering.

  The work started with the removal of old toe-boarding from around the edge of Culvers Island. The island was re-profiled with a new bank line created using hazel faggot bundles secured with chestnut stakes and backed with coir netting. Sediment from the channel was then placed behind the new bank line.  

  The weir structures either side of the island were removed and the river channel narrowed using a combination of chestnut posts and hazel faggot bundles or gabion stone.

  A causeway was built to create a backwater pond area using coir geotextile layered over a bed of stone and weighed down with gravel and sediment and planted with aquatic plants. The new island banks were re-graded to create a gradually sloped bank to which a variety of aquatic vegetation was planted with a team of 60 volunteers over three days.

  Variations in depth, width and the introduction of gravel, small boulders and Large Woody Debris have all provided a diversity of habitats and increased the flow diversity of the channel throughout the site.

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

Edit project overview to modify the lessons learnt.


Challenges:

- Very urban nature of the site. Complex flood modelling and design was required.

- Multiple underground utilities which had to be identified and avoided during the works.

- Many and varied stakeholder needs and opinions.


Image gallery


ShowHideAdditionalImage.png


Catchment and subcatchment

Catchment

River basin district Thames
River basin London

Subcatchment

River name Wandle (Carshalton Branch at Carshalton)
Area category 10 - 100 km²
Area (km2)
Maximum altitude category 100 - 200 m
Maximum altitude (m) 160160 m <br />0.16 km <br />16,000 cm <br />
Dominant geology Calcareous
Ecoregion Great Britain
Dominant land cover Suburban
Waterbody ID GB106039017640



Other case studies in this subcatchment: Butter Hill Phase 2, River Wandle Restoration Project, River Wandle: Butter Hill Phase 1, River Wandle: Silt & SuDs


Site

Name
WFD water body codes GB106039017640
WFD (national) typology
WFD water body name Wandle (Carshalton Branch at Carshalton)
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 2012/09/01
Works started 2015/03/01
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 Quantity & dynamics of flow,  Width & depth variation
Biology fish passage, fish habitat, invertebrates, plants
Physico-chemical improved oxygenation
Other reasons for the project enhanced aesthetics


Measures

Structural measures
Bank/bed modifications Weir removal, Habitat diversification
Floodplain / River corridor Marginal wetland berms created
Planform / Channel pattern Increase in-channel hydromorphological diversity
Other
Non-structural measures
Management interventions
Social measures (incl. engagement) Community involvement, Aesthetics
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