Case study:Chester Weir Notch
Catchment and subcatchment
Edit the catchment and subcatchment details
(affects all case studies in this subcatchment)
Catchment
| River basin district | Dee |
|---|---|
| River basin | Middle Dee |
Subcatchment
| River name | Dee - Chester Weir to Ceiriog |
|---|---|
| Area category | 1000 - 10000 km² |
| Area (km2) | |
| Maximum altitude category | 100 - 200 m |
| Maximum altitude (m) | 136136 m <br />0.136 km <br />13,600 cm <br /> |
| Dominant geology | Calcareous |
| Ecoregion | Great Britain |
| Dominant land cover | Improved grassland |
| Waterbody ID | GB111067057080 |
Other case studies in this subcatchment: Erbistock Weir Removal, LIFE Dee River, QUERCUS Dee, River Dee
Project overview
| Status | Complete |
|---|---|
| Project web site | |
| Themes | Fisheries |
| Country | Wales |
| Main contact forename | Josh |
| Main contact surname | Robins |
| Main contact user ID | User:JoshRRC |
| Contact organisation | Natural Resources Wales |
| Contact organisation web site | |
| Partner organisations | |
| Parent multi-site project | |
| This is a parent project encompassing the following projects |
No |
Project summary
In partnership with the Environment Agency, the aim of the work was to improve downstream passage for young salmon and sea trout as part of the multi-million-pound LIFE Dee River project, led by Natural Resources Wales (NRW).
Located at the tidal limit of the Dee, Chester weir is 150 metres in length and 3 metres high. An existing canoe and fish gate was in place in the weir crest that had not functioned for over 20 years.
Prior to the work, young fish were often delayed on their downstream journey by the weir, particularly at low flows in the spring when there was not enough water to help them pass over the structure.
Unable to swim over such a large man-made barrier, fish would congregate above the weir and were more vulnerable to predation from birds and larger fish.
Work to dismantle the existing gate and surrounding structure was carried out during low tides by experienced local contractors, using a pontoon to transport materials across the river.
A new, specially fabricated stainless-steel gate was installed which is operated by a winch on the bank, allowing it to be opened and closed easily at key periods throughout the year.
Monitoring surveys and results
Lessons learnt
Image gallery
|
Site
Project background
Cost for project phases
Reasons for river restoration
Measures
MonitoringHydromorphological quality elements
Biological quality elements
Physico-chemical quality elements
Any other monitoring, e.g. social, economic
Monitoring documents
Additional documents and videos
Additional links and references
Supplementary InformationEdit Supplementary Information
| ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
