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PREPARING FOR SEA LEVEL RISE IN SAN FRANCISCO BAY BC3 June 17, 2011 Jeremy Lowe, ESA PWA. Mitigation - avoiding the unmanageable Adaptation - managing the unavoidable. 2000 - 0 in. 2100 55 in. 2050 14 in. 2100+ ?? in. 6.5ft NAVD - King Tide, January 2011 5.9ft NAVD – MHHW
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PREPARING FOR SEA LEVEL RISE IN SAN FRANCISCO BAY BC3 June 17, 2011 Jeremy Lowe, ESA PWA
Mitigation - avoiding the unmanageable Adaptation - managing the unavoidable
2000 - 0 in 2100 55 in 2050 14 in 2100+ ?? in
6.5ft NAVD - King Tide, January 2011 5.9ft NAVD – MHHW 0.6ft increase ~ 2010 - 2030
Inundation Frank’s Dump West - New Year’s Eve 20058.9 ft tides; 40mph westerly winds Photo: Mark Taylor
Erosion Hayward Marsh - New Year’s Eve 20058.9 ft tides; 40mph westerly winds Photo: Mark Taylor
Functions • Urban • Habitat • Storm drainage • Land fill • Wastewater • Utility corridors • Trails
Storm drainage • Designed for a certain bay elevation • Lack of drainage as MLLW rises • Structures fixed relative to tide frame • Upstream impacts will increase • Exposure increaseswith time • Adaptation mayrequire pumping • Opportunity toconsolidate
Functions Railroad • Urban • Habitat • Storm drainage • Land fill • Sewage treatment • Utility corridors • Trails PGE Cable EBDA line HP Gas Bay trail
Realign Rapid landward movement increases as sea level rises
Terraced Levee Treated Wastewater and Stormwater Overflow Wave Attenuation Seepage Rapid landward movement increases as sea level rises FreshwaterSwale Mudflat Tidal Marsh Brackish Marsh
An Adaptation Strategy? 0ft 1ft 2ft 3ft 4ft 5ft Existing levees Enhance existing wetlands, realign levees Terraced levees Terraced levees Realign functions Realign functions Threshold Lead Time Effective Decision
Not an Adaptation Strategy San Pedro Road, China Camp - January 2010 spring tide Photo: Peter Baye