| 摘要 |
<p>The method involves determining minimum number of interventions intervening over selected critical defects. An intervention program is determined and visualized with identification of start and end intervention localizations and characteristics of defects e.g. breakage. A database (24) for regrouping analysis of dangerousness of the detected defects is established for establishing a next re-inspection planning (25) of a pipe (10), immediate intervention program (26), different intervention program (27) and a pressure drop program (28).</p> |
