Voids Beneath Spillway Slabs: Evaluation, Interim, and Long-term Risk Reduction Considerations: Agenda
- Background
- Potential Failure Modes associated with voids underneath spillways
- Theory, application, and design of defensive measures
- Field exploration approaches and non-destructive techniques for detecting and monitoring voids
- Interim risk reduction measure considerations and examples
- Q&A Session 1
- Horseshoe Lake a.k.a Upper Shaker Lake Dam (OH) Spillway Case Study
- Background/History of concerns
- 2011 Emergency repair to shore spillway
- 2018: void/sinkhole detected
- 2019: repairs
- 2021: Interim risk reduction plan
- Lessons learned
- Ethan Dam (a SD Low Hazard Dam) Spillway Case Studies
- Background/History of void concerns
- Spillway void investigations
- Temporary risk reduction
- Sinlahekin Dam No. 3 (WA) Spillway Case Study
- Background/History of void concerns
- Spillway void investigations
- Temporary risk reduction
- Arkansas Game and Fish Dam Example
- Background/History of void concerns
- Spillway void investigations
- Temporary risk reduction
- Long-Term Modifications
- Oglala Dam Case Study
- Background/History of void concerns
- Spillway void investigations
- Emergency Incident Summary
- Temporary risk reduction
- Long-Term Modifications
- Final Q&A