KWSubsea Lateral Buckling and Pipeline Walking References - Revision history

Abarrelfull at 13:10, 29 December 2024

2024-12-29T13:10:17Z

Abarrelfull at 13:09, 29 December 2024

2024-12-29T13:09:44Z

Abarrelfull at 13:09, 29 December 2024

2024-12-29T13:09:00Z

Abarrelfull at 13:04, 29 December 2024

2024-12-29T13:04:41Z

Abarrelfull at 13:01, 29 December 2024

2024-12-29T13:01:42Z

Abarrelfull at 12:59, 29 December 2024

2024-12-29T12:59:01Z

Abarrelfull at 12:58, 29 December 2024

2024-12-29T12:58:08Z

Abarrelfull at 12:53, 29 December 2024

2024-12-29T12:53:12Z

Abarrelfull at 12:50, 29 December 2024

2024-12-29T12:50:42Z

Abarrelfull at 17:21, 28 December 2024

2024-12-28T17:21:26Z

@@ Line 80: / Line 80: @@
 #* Detailed analysis of lateral buckling response of 32" oil loading pipeline, required to replace existing line damaged due to lateral buckling in operation. Design of lateral buckling mitigation measures, including analysis and assessment using DNV RP-F110 methodology.
 # '''[[North Idku Gas Field]]'''
-** Egypt
+#* Egypt
-** KW0791
+#* KW0791
-** North Idku Pipeline
+#* North Idku Pipeline
-** NIPETCO / Genesis
+#* NIPETCO / Genesis
-** 2006
+#* 2006
-** Detailed analysis of lateral buckling and trawling response of exposed 16" gas export and 10" infield flowlines.
+#* Detailed analysis of lateral buckling and trawling response of exposed 16" gas export and 10" infield flowlines. Developed mitigation measures to ensure strains remain acceptable, taking account of strain concentration at field joints. Construction costs minimised by avoidance of trenching.

@@ Line 73: / Line 73: @@
 #* 2006
 #* Analysis of lateral buckling response of 34" and 38" concrete coated pipelines using detailed non-linear FEA. Design of robust mitigation measures to ensure reliable buckle initiation, and maximum strains and stress ranges within acceptable limits.
-Haifa Bay Pipeline
+# '''Haifa Bay Pipeline'''
 #* Israel
 #* KW0773

@@ Line 61: / Line 61: @@
 #* 2007
 #* Verification of the lateral buckling and pipeline walking assessment of several 8", 10", 16" and 24" infield pipelines in deep water. The scope also included in the review of the design of the pipeline walking mitigation measures.
-Akpo Development
+# '''[[Akpo Oil Field]]'''
-Nigeria KW0981	Total / Saipem SA	2007	Verification of contractor’s lateral buckling and walking analysis for 10" infield deep water flowlines using detailed non-linear ABAQUS FE models.
+#* Nigeria
-Qatar II Pipelines
+#* KW0981
-Gulf
+#* Total / Saipem SA
-KW0750	ExxonMobil / Technip	2006	Analysis of lateral buckling response of 34" and 38" concrete coated pipelines using detailed non-linear FEA. Design of robust mitigation measures to ensure reliable buckle initiation, and maximum strains and stress ranges within acceptable limits.
+#* 2007
 Haifa Bay Pipeline
-Israel
+#* Israel
-KW0773	Petroleum & Energy
+#* KW0773
-Infrastructures Ltd (PEI)	2006	Detailed analysis of lateral buckling response of 32" oil loading pipeline, required to replace existing line damaged due to lateral buckling in operation. Design of lateral buckling mitigation measures, including analysis and assessment using DNV RP-F110 methodology.
+#* Petroleum & Energy Infrastructures Ltd (PEI)
-# [[North Idku Gas Field]]
+#* 2006
 ** Egypt
 ** KW0791

@@ Line 55: / Line 55: @@
 #* 2008
 #* The Jasmine Field is a rich gas condensate field located approximately 9km west of the existing Judy platform in ConocoPhillips J-Block operating unit. Concept design of the lateral buckling mitigation measures for the HPHT pipeline. As part of the concept design, different pipeline configuration options were considered, such as cooling spools with pipeline trenching and backfilling, shallow burial with intermediate spools and surface snake lay option.
-Reliance Block KG-D6
+# '''[[KG-D6 Gas Field]]'''
-India
+#* India
-KW0982	Reliance / Bechtel	2007	Verification of the lateral buckling and pipeline walking assessment of several 8", 10", 16" and 24" infield pipelines in deep water. The scope also included in the review of the design of the pipeline walking mitigation measures.
+#* KW0982
 Akpo Development
 Nigeria KW0981	Total / Saipem SA	2007	Verification of contractor’s lateral buckling and walking analysis for 10" infield deep water flowlines using detailed non-linear ABAQUS FE models.

@@ Line 43: / Line 43: @@
 #* 2008
 #* Verification and assessment of the condition of the as installed production and water injection pipelines, with regards to their lateral buckling behaviour. This included assessment of mitigation measures to correct/trigger unformed lateral buckles and assess the effects of, and solution for, the vertical vibration of the pipelines at the buckle initiators, due to unexpected transient changes to the contents density.
-In Amenas
+# '''[[In Amenas Gas Field]]'''
-Algeria
+#* Algeria
-KW1071	BP	2008	Assessment of the integrity of a laterally buckled 12" condensate evacuation pipeline installed in the desert and therefore exposed to severe daily temperature variations.
+#* KW1071
-Jasmine North Sea KW1028	ConocoPhillips	2008	The Jasmine Field is a rich gas condensate field located approximately 9km west of the existing Judy platform in ConocoPhillips J-Block operating unit. Concept design of the lateral buckling mitigation measures for the HPHT pipeline. As part of the concept design, different pipeline configuration options were considered, such as cooling spools with pipeline trenching and backfilling, shallow burial with intermediate spools and surface snake lay option.
+#* BP
 Reliance Block KG-D6
 India

@@ Line 31: / Line 31: @@
 #* 2010
 #* Perform non-linear finite element analyses to assess the acceptability of the current design and conclude on whether additional mitigation measures are required. The assessments were based on DNV-OS-F101 and DNV-RP-F110 and considered the interaction between lateral buckling and fishing gear interaction. The scope included the assessment of the sections of pipeline on the seabed, on the rocky outcrop region where free spans were expected and at the crossings along the pipeline.
-Block 15
+# '''Block 15'''
 #* Angola
 #* KW1191
@@ Line 38: / Line 38: @@
 #* Review of the phase II lateral buckling analyses for a 12" Gas Export flowline and completion of the detailed phase III assessments to establish the lateral buckling mitigation measure. Assessment of the pipeline response at uncontrolled, on-bottom buckles and at multi-crossings location using detailed non-linear FEA to ensure strains remain acceptable and the maximum pipe displacement at crossings within the supports. Assessment of the VIV response of the pipeline at the multiple crossing.
 # '''[[Greater Plutonio Oil Field]]'''
+#* Angola
-Greater Plutonio Angola KW0700	BP / Stolt Offshore	2008	Verification and assessment of the condition of the asinstalled production and water injection pipelines, with regards to their lateral buckling behaviour. This included assessment of mitigation measures to correct/trigger unformed lateral buckles and assess the effects of, and solution for, the vertical vibration of the pipelines at the buckle initiators, due to unexpected transient changes to the contents density.
+#* KW0700
 In Amenas
 Algeria

@@ Line 24: / Line 24: @@
 #* 2011
 #* Global buckling and pipeline walking assessment and mitigation design for pipeline systems associated with ADMA-OPCO: NASR Phase 1 and UMM LULU Phase 1 Field Development.
-Block 17/18 Gas
+# '''Block 17/18 Gas'''
-Export Pipeline Phase 2
+#* Export Pipeline Phase 2
-Angola KW1371	TOTAL / Acergy	2010	Perform non-linear finite element analyses to assess the acceptability of the current design and conclude on whether additional mitigation measures are required. The assessments were based on DNV-OS-F101 and DNV-
+#* Angola
-RP-F110 and considered the interaction between lateral buckling and fishing gear interaction. The scope included the assessment of the sections of pipeline on the seabed, on the rocky outcrop region where free spans were expected and at the crossings along the pipeline.
+#* KW1371
 Block 15
-Angola KW1191	ExxonMobil / Acergy	2009	Review of the phase II lateral buckling analyses for a 12"
+#* Angola
-Gas Export flowline and completion of the detailed phase III assessments to establish the lateral buckling mitigation measure. Assessment of the pipeline response at uncontrolled, on-bottom buckles and at multi-crossings location using detailed non-linear FEA to ensure strains remain acceptable and the maximum pipe displacement at crossings within the supports. Assessment of the VIV response of the pipeline at the multiple crossing.
+#* KW1191
+#* ExxonMobil / Acergy
 Greater Plutonio Angola KW0700	BP / Stolt Offshore	2008	Verification and assessment of the condition of the asinstalled production and water injection pipelines, with regards to their lateral buckling behaviour. This included assessment of mitigation measures to correct/trigger unformed lateral buckles and assess the effects of, and solution for, the vertical vibration of the pipelines at the buckle initiators, due to unexpected transient changes to the contents density.

@@ Line 17: / Line 17: @@
 #* 2011
 #* Global buckling and pipeline walking assessment and mitigation design for pipeline systems associated with Saudi Aramco’s Arabiyah and Hasbah Development.
-Nasr Phase-I & Umm Lulu
+# '''[[Nasr Oil Field]] & [[Umm Lulu Oil Field]]'''
-Phase-I
+#* Nasr Phase-I & Umm Lulu Phase-I
-UAE
+#* UAE
-KW1425	ADMA-OPCO / NPCC	2011	Global buckling and pipeline walking assessment and mitigation design for pipeline systems associated with ADMA-OPCO: NASR Phase 1 and UMM LULU Phase 1 Field Development.
+#* KW1425
 Block 17/18 Gas
 Export Pipeline Phase 2

@@ Line 11: / Line 11: @@
 #* 2011
 #* Review of Subsea 7 Bundle Design Report, with particular reference to the flowline combined load checking and identification of applicable limit states. Commenting on the suitability of the approach taken to check the combined stress within the bundle system used to demonstrate acceptability to PD8010, i.e. FE modelling, application of forces, design inputs (i.e. props).  Demonstrating that the design of the bundle does not require pre tensioning.
-Arabiyah & Hasbah
+# '''[[Arabiyah and Hasbah Gas Fields]]'''
-Offshore Facilities Project
+#* Saudi Arabia
-Saudi Arabia
+#* KW1439
-KW1439	Saudi Aramco / NPCC	2011	Global buckling and pipeline walking assessment and mitigation design for pipeline systems associated with the  Saudi Aramco’s Arabiyah and Hasbah Development.
+#* Saudi Aramco / NPCC
 Nasr Phase-I & Umm Lulu
 Phase-I

@@ Line 1: / Line 1: @@
-# [[CLOV Oil and Gas Fields]]
+# '''[[CLOV Oil and Gas Fields]]'''
 #* Angola
 #* KW1522
@@ Line 5: / Line 5: @@
 #* 2011
 #* Lateral buckling and pipeline walking assessment and mitigation design for pipeline systems associated with the CLOV development, which is located in the north-western part of Block 17, deep offshore Angola, approximately 40km north-north-west of the Girassol Development and 200km to shore. It consists of four reservoirs in water depths ranging from 1050m to 1410m.
-Jasmine Development
+# '''[[Jasmine Gas and Condensate Field]]'''
-North Sea KW1441	ConocoPhillips / Subsea7	2011	Review of Subsea 7 Bundle Design Report, with particular reference to the flowline combined load checking and identification of applicable limit states. Commenting on the suitability of the approach taken to check the combined stress within the bundle system used to demonstrate acceptability to PD8010, i.e. FE modelling, application of forces, design inputs (i.e. props).  Demonstrating that the design of the bundle does not require pre tensioning.
+#* North Sea
 Arabiyah & Hasbah
 Offshore Facilities Project