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1.00 <br /> c <br /> o <br /> m �t a� <br /> U <br /> U � <br /> Q ` <br /> c <br /> 0 0.10 <br /> 0 <br /> U' <br /> c � <br /> O <br /> N <br /> o <br /> 2 <br /> Y <br /> fU <br /> N <br /> d <br /> 0.01 <br /> 1 10 100 <br /> Rupture Distance(km) <br /> 1.00 <br /> rn <br /> c <br /> 0 <br /> N <br /> N <br /> U <br /> U <br /> Q <br /> c <br /> 0 0.10 <br /> 0 <br /> m <br /> c <br /> 0 <br /> N <br /> O <br /> 2 <br /> Y <br /> fU <br /> N <br /> a <br /> 0.01 <br /> 0.1 1 10 100 <br /> Ri. Distance(km) <br /> r <br /> M 6.7 <br /> ----0-- Normal faulting <br /> _�. Dip= 50.0 degrees <br /> RW=20 km <br /> In Hanging Wall, Ry0= 0 <br /> Vs30 = 1,500 m/s <br /> Note: Rjb computed based on above geometry <br /> UM Project No.60422675 Figure <br /> Comparison of Ground Motion Models for g <br /> Henderson Mill Tailings Dams Peak Horizontal Ground Acceleration for M 6.7 7 <br /> Colorado <br />