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Application of receiver operating characteristic curve for pipeline reliability analysis.

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Figure

Figure 2:  A typical best cut-off or threshold value in ROC curve
Figure  3:  Empirical  ROC  curve  for  pipe  failure  due  to  corrosion  induced  deflection  for  different percentages of inaccurate prediction
Figure  5:  Empirical  ROC  curves  for  pipe  failure  due  to  corrosion  induced  wall  thrust  for  different percentages of inaccurate prediction
Figure  7:  NPI  lower  and  upper  ROC  curves  for  pipe  failure  due  to  corrosion  induced  deflection for different percentages of inaccurate prediction
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