Keeping the Lights On: Energy Facility Flood Mitigation Projects in New England Takeaways for Protecting Critical Assets and Infrastructure
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1 Keeping the Lights On: Energy Facility Flood Mitigation Projects in New England Takeaways for Protecting Critical Assets and Infrastructure Proactive By Design. Our Company Commitment Presented by: Gary McAllister, P.E. Jennifer Burke, P.E. Page 1
2 Topics Background Flood Resilience Options GZA s Work Permanent Flood Control Solutions Temporary and Mobilized Solutions Testing Conclusions/Takeaways Page 2
3 Background Climate change/sea level rise/larger events Super Storm Sandy 8.1M homes without power in 17 states 57k utility workers assist in returning power to NYC Post-Super Storm Sandy Lessons Restoring power can be: Time consuming Costly A public relations nightmare Page 3
4 Flood Risk Mitigation Substation Specific Issues Security Safety Accessibility and Space Limitations Underground Penetrations Plus typical issues: Cost Maintenance Schedule Compatibility with future projects Site constraints Permitting comp. storage Risks/benefits Adaptability to climate change Page 4
5 Protecting Critical Infrastructure Water / Wastewater Chemical Commercial Transportation Communications Nuclear Manufacturing IT Healthcare / Public Health Critical Infrastructure Dams Defense Industrial Base Government Food / Agriculture Financial Energy Emergency Services USDOHS, 2013 NIPP Partnering for Critical Infrastructure Security and Resilience Page 5
6 Flood Resilience Options Physical Options No Flooding Controlled Flooding What gets protected? Longevity of Solution Long term Interim Mobilized Floodwall protects Our Lady of Lourdes Hospital in Binghampton, NY along Susquehanna River in 2011 during Tropical Storm Lee Photo Source: fema.gov Page 6
7 Flood Resilience - Option 1 No Flooding Permanent Barrier Re Build above DFE Mobilized Barrier Interim Barrier Page 7
8 Flood Resilience - Option 2 Controlled Flooding Raise Panels / Equipment Dry Floodproofing Page 8
9 Permanent Flood Control Barriers Steel Sheet Pile Concrete Vinyl Sheet Pile Fiberglass Sheet Pile Page 9
10 Interim Flood Control Barriers Sand Bag (Big Bag) Timber Wall Reinforced Barrier (HESCO) Shaped Bag (Trap Bag) Page 10
11 Mobilized Flood Control Barriers Aquafence Invisible Wall Floodstop Sand Bag Bladder Dam Page 11
12 Flood Control Barriers Control of Water Interior Sump & Pump Duck bill Exterior Sumps & Pumps Flap gates Page 12
13 Project Overview Permanent flood control concepts 11 substations in New England Design Flood Elevation (DFE) Set based on ASCE-24 Base Flood Elevation (BFE) +2 (or +3) Interim flood control concepts 22 substations in New England Flood Contingency Plans (FCPs) Temporary controls (2-3 years) Mobilized controls Page 13
14 Permanent Flood Control Concept Plans FEMA Flood Zone Boundaries Protected Area River Page 14
15 Permanent Concepts Site Specific Realties Property constraints Aging seawall Historical structures, tunnels/conduits Page 15
16 Flood Control Concept Selection Process The Matrix Page 16
17 Flood Control Concept Selection Process The Results Engineering/Installation / Construction Risk/Opportunity Operations, Maintenance, & Replacement Cost (thousands) Capital Cost (thousands) Critical Path Duration (months) Weighted Risk Weighted Opportunity Flood System Design Life= 50 years Alternative 1 Floodwall around Existing 23kV Yard and Building Housing 4kV yard, Flood proofing north wall of building. Alternative 2 Construct new raised 23kV yard, decommission existing 23kV yard, Allow building to flood $3, $640 $3, $55 Alternative 3 Floodwall around 23kV yard ONLY, Allow building to flood $2, $565 Page 17
18 Flood Contingency Plans/ Mobilized Concepts Page 18
19 Flood Contingency Plans/ Mobilized Concepts Testing Geotextile between cells Geotextile not folded under Mock Up #1 HESCO Testing End dumped fill Page 19
20 Flood Contingency Plans/ Mobilized Concepts Testing Mock Up #1 HESCO Testing Excessive Internal Seepage Increasing Flow, Piping Page 20
21 Flood Contingency Plans/ Mobilized Concepts Testing Mock Up #1 HESCO Testing Loss of Strength Potential Failure of Multiple Cells Loss of Fill Imminent Failure of Cell Page 21
22 Flood Contingency Plans/ Mobilized Concepts Testing Mock Up #2 HESCO Testing Geotextile folded under this time Geotextile damage due to compaction method Page 22
23 Conclusions/Takeaways 1. Need to listen and understand Client needs Facility past, present, and future Operations and capabilities What needs protection? 2. Thorough design development is key 3. Proper installation, training, and execution are essential Page 23
24 Contact Info Gary McAllister, P.E. GZA GeoEnvironmental, Inc. 477 Congress St., Suite 700 Portland, ME (207) Jennifer Burke, P.E. GZA GeoEnvironmental, Inc Main Street, Suite 1400 Springfield, MA (413) Page 24
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