Case study:Tanners Brook: Difference between revisions

From RESTORE
Jump to navigation Jump to search
No edit summary
No edit summary
 
(7 intermediate revisions by 3 users not shown)
Line 6: Line 6:
}}
}}
{{Project overview
{{Project overview
|Project title=Tanners Brook
|Status=Complete
|Status=Complete
|Project web site url=www.ecrr.org/Portals/27/Tanners%20Brook,%20Southampton.pdf
|Themes=Flood risk management, Habitat and biodiversity, Social benefits
|Themes=Flood risk management, Habitat and biodiversity, Social benefits
|Country=England
|Country=England
Line 13: Line 13:
|Main contact surname=Peacock
|Main contact surname=Peacock
|Contact organisation=Environment Agency
|Contact organisation=Environment Agency
|Partner organisations=Southampton Council, Arup, Southampton Golf Club
|Multi-site=No
|Multi-site=No
|Project picture=Tanners Brook.PNG
|Project summary=Holly Brook is a tributary of Tanner’s Brook, a heavily urbanised watercourse which flows through Millbrook and into Southampton Water. Both watercourses are heavily modified in their lower reaches due to urban development
and are subject to fluvial flooding at various locations. The Holly Brook channel has been straightened and culverted in some sections. Flow in the Holly Brook is predominantly uniform glides with a meandering planform and localised riffles and pools – overall it has limited geomorphological diversity. Further downstream it is constrained by urban development. In Southampton Golf Club the channel had been culverted, resulting in poor drainage. The 27 hole golf course is characterised by a highly managed undulating landscape with frequent copses of mature trees throughout the course. Holly Brook is currently culverted through the middle of the course, with the exception of a short stretch through a large woodland copse in the very centre of the course (designated as a Site of Importance for Nature Conservation). To the north of the golf course, the brook flows naturally through a mature woodland copse. To the south, the brook is culverted underneath Southampton Sports Centre.
|Project title=Tanners Brook
}}
}}
{{Image gallery}}
{{Image gallery}}
Line 22: Line 27:
|Subcatchment=Tanner's Brook
|Subcatchment=Tanner's Brook
}}
}}
{{Site}}
{{Site
{{Project background}}
|WFD water body code=GB107042016620
{{Motivations}}
|WFD water body name=Tanner's Brook
{{Measures}}
|Heavily modified water body=No
|Protected species present=No
|Invasive species present=No
}}
{{Project background
|Project started=2012/01/01
|Project completed=2013/01/01
}}
{{Motivations
|Specific mitigation=Urbanisation,
}}
{{Measures
|Planform / Channel pattern=Deculverting,
}}
{{Hydromorphological quality elements header}}
{{Hydromorphological quality elements header}}
{{End table}}
{{End table}}

Latest revision as of 13:23, 3 January 2019

2.00
(one vote)


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


Location: 50° 56' 43.38" N, 1° 24' 50.80" 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 http://www.ecrr.org/Portals/27/Tanners%20Brook,%20Southampton.pdf
Themes Flood risk management, Habitat and biodiversity, Social benefits
Country England
Main contact forename Josh
Main contact surname Peacock
Main contact user ID
Contact organisation Environment Agency
Contact organisation web site
Partner organisations Southampton Council, Arup, Southampton Golf Club
Parent multi-site project
This is a parent project
encompassing the following
projects
No
Project picture

Project summary

Edit project overview to modify the project summary.


Holly Brook is a tributary of Tanner’s Brook, a heavily urbanised watercourse which flows through Millbrook and into Southampton Water. Both watercourses are heavily modified in their lower reaches due to urban development and are subject to fluvial flooding at various locations. The Holly Brook channel has been straightened and culverted in some sections. Flow in the Holly Brook is predominantly uniform glides with a meandering planform and localised riffles and pools – overall it has limited geomorphological diversity. Further downstream it is constrained by urban development. In Southampton Golf Club the channel had been culverted, resulting in poor drainage. The 27 hole golf course is characterised by a highly managed undulating landscape with frequent copses of mature trees throughout the course. Holly Brook is currently culverted through the middle of the course, with the exception of a short stretch through a large woodland copse in the very centre of the course (designated as a Site of Importance for Nature Conservation). To the north of the golf course, the brook flows naturally through a mature woodland copse. To the south, the brook is culverted underneath Southampton Sports Centre.

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 South East
River basin Test and Itchen

Subcatchment

River name Tanner's Brook
Area category 10 - 100 km²
Area (km2)
Maximum altitude category Less than 100 m
Maximum altitude (m) 9898 m <br />0.098 km <br />9,800 cm <br />
Dominant geology Siliceous
Ecoregion Great Britain
Dominant land cover Suburban
Waterbody ID GB107042016620



Site

Name
WFD water body codes GB107042016620
WFD (national) typology
WFD water body name Tanner's 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
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 2012/01/01
Works started
Works completed
Project completed 2013/01/01
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 Urbanisation
Hydromorphology
Biology
Physico-chemical
Other reasons for the project


Measures

Structural measures
Bank/bed modifications
Floodplain / River corridor
Planform / Channel pattern Deculverting
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
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