A model methodology for assessment of seismic vulnerability and impact of disruption of water supply systems
Applied Technology Council, 1992 - Nature - 146 pages
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Figure 11 San Francisco 1906 fire aftermath
Figure 22 Typical storage reservoir
15 other sections not shown
365 Elapsed analysis and/or assumed ATC office California 3-6 College Hill concrete construction damage curves dams demand node diameter differential settlement direct damage distribution pipelines ductile iron Equation 3-8 equipment estimated evaluation facilities failure fault rupture flow Grigoriu ground shaking GSRF Hetch Hetchy Aqueduct Hunter's Point hypothetical earthquake indirect economic losses inventory joints Khater lifeline liquefaction hazard liquefaction potential Loma Prieta earthquake model methodology Mound University Mound NEHRP Map Area nodal components Non-California performance pipe number present conditions probability Puget Sound pumping stations region reliability residual capacity restoration curve result San Andreas San Andreas fault San Francisco MWSS San Francisco Peninsula seismic hazards seismic vulnerability Shinozuka shown in Figure simulation soil liquefaction step storage reservoirs structures Sutro Table Takada Time-to-restoration transmission aqueducts transmission pipelines treatment plants typically University Mound University valves vulnerability functions water supply system water system zip code