Case study:Tahlequah Felts Park- Illlinois River Restoration Project: Difference between revisions
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|Name of parent multi-site project=Case_study:Tahlequah History Trail - Illinois River Restoration Project | |Name of parent multi-site project=Case_study:Tahlequah History Trail - Illinois River Restoration Project | ||
|Multi-site=No | |Multi-site=No | ||
|Project summary=This site is a 453 foot reach of perennial stream located adjacent to Felts Park. This park also receives a lot of local traffic and safety was an issue due to significant erosion and undercutting of the bank abutting the park. Flow in the channel was shallow and habitat virtually nonexistent. To alleviate these problems, the channel alignment was moved away from the bank of the outerbend and deepened. Two log j-hooks followed by brush toes were constructed for grade control and bank protection. Bank slopes were regraded and floodplain benches were added to alleviate the pressure on the banks during high flow events. A double step cross-vane was constructed at the downstream end of the project for grade control. Scour pools were added downstream of each instream structure. | |||
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Latest revision as of 16:17, 10 July 2015
This case study is pending approval by a RiverWiki administrator.
Project overview
| Status | Complete |
|---|---|
| Project web site | http://lid.okstate.edu/illinois-river-restoration-project-information |
| Themes | Environmental flows and water resources, Habitat and biodiversity, Hydromorphology, Water quality |
| Country | USA |
| Main contact forename | Jason |
| Main contact surname | Vogel |
| Main contact user ID | User:Oklahoma Cooperative Extension Service |
| Contact organisation | |
| Contact organisation web site | http://lid.okstate.edu |
| Partner organisations | |
| Parent multi-site project |
Case_study:Tahlequah History Trail - Illinois River Restoration Project |
| This is a parent project encompassing the following projects |
No |
Project summary
This site is a 453 foot reach of perennial stream located adjacent to Felts Park. This park also receives a lot of local traffic and safety was an issue due to significant erosion and undercutting of the bank abutting the park. Flow in the channel was shallow and habitat virtually nonexistent. To alleviate these problems, the channel alignment was moved away from the bank of the outerbend and deepened. Two log j-hooks followed by brush toes were constructed for grade control and bank protection. Bank slopes were regraded and floodplain benches were added to alleviate the pressure on the banks during high flow events. A double step cross-vane was constructed at the downstream end of the project for grade control. Scour pools were added downstream of each instream structure.
Monitoring surveys and results
Lessons learnt
Image gallery
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Catchment and subcatchment
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
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