Page 190 - Reliability and Maintainability of In service Pipelines
P. 190

174 Index


           D                                  H
           Deterioration of pipes, 28 45      Heger Pressure Distribution, 23, 24f
            clay pipes, 45                    Heuristic models, 97 98
            concrete pipes, 29 36             High density polyethylene (HDPE) pipes, 12 13
            ferrous pipes, 36 42
            GRE resin composite pipes, 44 45  I
            plastic pipes, 41 42              Image processing, 62
            seamless pipes, 10                Importance sampling, 116
           Digital scanning and evaluation technology  In-line inspection (ILI) technique, 66
                 (DSET), 69                   Inspection of pipelines, 59 69, 70t
                                               acoustic detection, 67 68
           E                                   CCTV method, 59 61, 60f,61f
           Earth load, 22 23, 24f              Ground Penetrating Radar, 69
           Environmental stress cracking (ESC), 11 12  laser scanning, 62 63, 62f
           Epoxy coating, 72                   magnetic flux leakage technique, 65 67, 66f
           Evolutionary polynomial regression (EPR), 96  radiographic testing, 67
                                               ultrasonic intelligent pigging, 63 65, 65f
           F                                  Integrity of pipelines, 51 59
           Failure of pipelines
            causes of, 52 54, 52f             K
            modes of, 54 59, 56f              KANTARO robotic system, 63
            rate prediction, 90
           Ferrous pipes, 8 11                L
            deterioration of, 36 42, 38t      Landslide, 54
            rate of corrosion, 41 42, 43f     Laser scanning, 62 63, 62f,70t
           First-Order Reliability Methods (FORM), 84, 95  Leakage, 56
           First-order second-moment reliability method  Limit state, 54 55
                 (FOSM), 92 95                Limit state function, 85
           First passage probability method, 105 107,  of cast iron water mains in the UK, 141 143
                 154 155                       of concrete sewer pipes in the UK, 152,
           Flexural stress, 57                      161 163, 162t, 164f
           Flow dead loads, 23                 of mild steel water pipes, 131 132, 133t
           Fracture toughness, 58 59          Live load, 23 25
           Freeze thaw action, 27             Loading on pipelines, 22 25
           Fuzzy logic, 97                     earth load, 22 23, 24f
                                               flow dead loads, 23
           G                                   live load, 23 25
           Galvanic corrosion, steel pipes, 31 32  Longitudinal deflection, 55
           Galvanized iron pipes, 9 10        Longitudinal stress, 20 21
           Gamma distributed degradation (GDD) model,  Loss of wall thickness, 4
                 110 112, 155
            with corrosion depth data, 110 112, 113f  M
            with unavailability of corrosion depth data,  Magnetic flux leakage (MFL) technique, 65 67,
                 112 114, 115f                      66f,70t
           Gamma process concept, 108 114     Maintenance of pipelines, 69 75
            GDD model with corrosion depth data,  cathodic protection, 73, 73f
                 110 112                       cleaning, 74
            problem formulation, 108 109, 110t  coatings, 72
           Glass reinforced epoxy (GRE) resin composite  corrective action, 74 75
                 pipes, 14                    Manufacturing error, 52
            deterioration of, 44 45           Marston’s equation, 22 23
           Ground Penetrating Radar (GPR), 69, 70t  Materials of pipelines, 7t
   185   186   187   188   189   190   191   192   193