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Deflector designs for fish habitat restoration
Pascale M Biron1, Colleen Robson, Michel F Lapointe
1Department of Geography, Planning and Environment, Concordia University, 1455 De Maisonneuve Boulevard, W. Montréal, Québec, H3G 1M8, Canada. biron@alcor.concordia.ca
Environmental Management
|March 3, 2004
Summary
Paired current deflectors
Area of Science:
- Riverine geomorphology
- Instream habitat engineering
- Environmental restoration
Background:
- Paired current deflectors are instream habitat structures used in river restoration to create fish habitat.
- Existing design recommendations for deflectors lack consensus on optimal orientation, height, and length.
- Understanding deflector impacts on channel morphology is crucial for effective restoration.
Purpose of the Study:
- To investigate how deflector angle, height, and length influence scour hole dimensions and bank erosion.
- To evaluate the accuracy of existing scour prediction equations for paired deflectors.
Main Methods:
- Laboratory flume experiments using uniform sand.
- Testing three deflector angles (45°, 90°, 135°).
- Investigating two flow conditions (under and overtopping deflector height) and two length variations (25% and 50% width reduction).
Main Results:
- Deflector angle significantly impacts scour depth, with 45° deflectors causing less scour than 90° or 135° deflectors.
- Flow under the deflector and increased deflector length led to greater scour volume and bank erosion potential.
- Bank erosion potential varied with flow condition and deflector angle; 135° deflectors caused more erosion under flow-under conditions, while 90° deflectors had higher potential during overtopping flow.
Conclusions:
- Deflector design parameters, particularly angle and flow interaction, critically influence scour and bank erosion.
- Existing scour prediction models, like Kuhnle et al., showed reasonable accuracy.
- The assumption that upstream-oriented deflectors consistently cause the most scour requires reevaluation.