Case study:River Dart (Totnes) hydropower: Difference between revisions
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Revision as of 10:46, 22 November 2012
This case study is pending approval by a RiverWiki administrator.
Project overview
Status | Planned |
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Project web site | |
Themes | Hydropower |
Country | England |
Main contact forename | Nick |
Main contact surname | Elbourne |
Main contact user ID | |
Contact organisation | River Restoration Centre |
Contact organisation web site | |
Partner organisations | |
Parent multi-site project | |
This is a parent project encompassing the following projects |
No |
Project summary
Totnes broad and long weir historically directed flow into a mill leat. At the northern end of the weir a pool-and-transverse type fish pass is currently in a state of disrepair and is supplied with an excessive flow rate to facilitate fish movement.
A proposal is currently being considered to install a hydropower scheme on part of the existing weir structure comprising a pair of Archimedean screw turbines. The scheme would also encompass an additional Larinier type fish pass, alongside the repair of the existing pool-and-traverse fish pass. Underwater cameras and a fish counter would estimate Salmon and Trout migration to spawning grounds in the Upper Dart. The weir itself currently has an uneven crest which would be repaired by installing a plate to the crest to improve the direct flow of water over the weir.
The electrical generation will be used by the King Edward VI Community College, which is one of the largest schools in Devon. A small classroom complex is proposed for the site next to the weir to be used by a KEVICC educational trust.
The project cost is estimated to be in the region of £1 million.
Monitoring surveys and results
Lessons learnt
Catchment and subcatchment
Edit the catchment and subcatchment details
(affects all case studies in this subcatchment)
Catchment
River basin district | South West |
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River basin | South Devon |
Subcatchment
River name | Dart |
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Area category | 100 - 1000 km² |
Area (km2) | |
Maximum altitude category | 200 - 500 m |
Maximum altitude (m) | 477477 m <br />0.477 km <br />47,700 cm <br /> |
Dominant geology | Siliceous |
Ecoregion | Great Britain |
Dominant land cover | Improved grassland |
Waterbody ID | GB108046008350 |
Site
Name | Totnes weir |
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WFD water body codes | |
WFD (national) typology | |
WFD water body name | |
Pre-project morphology | Low gradient passively meandering, Broad and long weir |
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 | Broadleaf/mixed woodland (semi natural), Intensive agriculture (arable), 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
Reach length directly affected (m) | |
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Project started | |
Works started | |
Works completed | |
Project completed | |
Total cost category | more than 10000 k€ |
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 |
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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 | weir/hydropower |
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Hydromorphology | Continuity for organisms |
Biology | Fish, Invertebrates |
Physico-chemical | |
Other reasons for the project | hydropower generation |
Measures
Structural measures
| |
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Bank/bed modifications | existing pool-and-traverse fish pass repair/alteration and new Larinier fish pass |
Floodplain / River corridor | |
Planform / Channel pattern | |
Other | |
Non-structural measures
| |
Management interventions | |
Social measures (incl. engagement) | Local college (King Edward VI) will be powered by hydropower scheme |
Other | Building classroom next to project site as part of KEVICC educational project |
Monitoring
Hydromorphological quality elements
Element | When monitored | Type of monitoring | Control site used | Result | ||
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Before measures | After measures | Qualitative | Quantitative |
Biological quality elements
Element | When monitored | Type of monitoring | Control site used | Result | ||
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Before measures | After measures | Qualitative | Quantitative |
Physico-chemical quality elements
Element | When monitored | Type of monitoring | Control site used | Result | ||
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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
Image gallery
Additional documents and videos
Additional links and references
Link | Description |
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Supplementary Information
Edit Supplementary Information
references: MannPower Consulting Ltd (2011. Hydropower installation at Totnes project proposal. MannPower Consulting:York.