Research Article

Seismic Performance Evaluation of Buried Sewage Collection Pipelines

Table 2

Hazus equations concerning the ratio of damage to a buried pipeline.

Type of pipeThe ratio of damage to a PGV pipe per kilometerThe ratio of damage to a PGD pipe per kilometer

FragileRR = 0.0001 PGV2.25RR = prob  PGD0.56
FlexibleRR = 0.3  0.0001  PGV2.25RR = 0.3  prob  PGD0.56

PR is defined as the extent of damage to the pipe per kilometer
PGV (cm.s−1)
PGD (inch)