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Team 8: Grand River Rapids. Team 8. Aaron Vanderhill. Jim Barron. Jeff Van Laar. Tom Marshall. Outline. Context & Customer Project Overview Design Alternatives Final Design Design Norms Site Planning Dam Modification – HEC-RAS modeling Future Work Questions. Context & Customer.
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Team 8 Aaron Vanderhill Jim Barron Jeff Van Laar Tom Marshall
Outline • Context & Customer • Project Overview • Design Alternatives • Final Design • Design Norms • Site Planning • Dam Modification – HEC-RAS modeling • Future Work • Questions
Context & Customer • Kayakers and Canoeists have shown interest • GRWW • Recreational course not only for experienced kayakers • Revitalization of Downtown
Project Overview • Return the Grand River to a more natural state • Eliminate dangerous hydraulic at 4th street dam • Design entry and exit locations for kayakers
Design Alternatives for River • Removal of 5 beautification dams • Replace with natural rocks • Diversion Channel • Go around 4th street dam • 4th Street Dam modification • Removal of 4th Street Dam
Final Design • Hybrid of alternatives 1 and 3 • Partial replacement of downstream dams • Modification of 4th Street Dam with stair step • Increase entry and exit points • Reasons • Meets client’s needs • Improves fish habitat • Other alternatives not feasible • Sediment behind 4th Street Dam • Would look unnatural • Greater costs
Design Norms • Caring • Eliminate dangers associated with dams, making the river safer • Justice • Respect rights of fishermen and property owners • Stewardship • Naturalize river • Improve fish habitat
Site Design • Entry & Exit Points • Increase Usability
Special Study • FTC&H • Green Grand Rapids • 18 Sites • Pre-owned by City of Grand Rapids
Four Entry and Exit Points Fish Ladder Park Canal Street Park Fulton Street Ford Museum
Fish Ladder Park Fish Ladder Park
Canal Street Park Canal Street Park
Ford Museum, Ah-Nab-Awen Park Ford Museum
Fulton Street Site Fulton Street
Safety • Signs • Guide, Regulate, and Warn • Lighting • Guard Rails
Floatable Dock • Kayak Dock • $1,299 each for Economy Design • Hand ropes on dock
Modeling Decisions • Flow Rate • River used between April and November • Low flow = 1,700 cfs • High flow = 50,000 cfs (100 year storm) • Design flow of 3,200 cfs • Still tested with 100 year storm
Modeling Decisions • Modeling Accuracy • Rocks & boulders as series of weirs • California Department of Transportation
Downstream Modifications • Dam modification creates rapids
Future Work • Finalize HEC-RAS • Final Report • Prepare for Sr. Design Night • Benchtop Model demonstration • Cost Estimation • AutoCAD Drawings
Benchtop Model • Demonstration