Buckling failure analysis for buried subsea pipeline under reverse fault displacement

2021 ◽  
Vol 169 ◽  
pp. 108350
Author(s):  
Yang Yu ◽  
Zhenmian Li ◽  
Jianxing Yu ◽  
Lixin Xu ◽  
Siyuan Cheng ◽  
...  
2017 ◽  
Vol 77 ◽  
pp. 50-64 ◽  
Author(s):  
Xiaoben Liu ◽  
Hong Zhang ◽  
Kai Wu ◽  
Mengying Xia ◽  
Yanfei Chen ◽  
...  

1994 ◽  
Vol 37 (6) ◽  
Author(s):  
G. C. P. King ◽  
R. M. Wood

The character of the hydrological changes that follow major earthquakes has been investigated and found to be critically dependent on the style of fault displacement. In areas where fracture-flow in the crystalline crust communicates uninterrupted with the surface the most significant response is found to accompany major normal fault earthquakes. Increases in spring and river discharges peak a few days after the earthquake and typically excess flow is sustained for a period of 4 12 months. Rainfall equivalent discharges, have been found to ceed 100 mm close to the fault and remain above 10 mm at distances greater than 50 km. The total volume of water released in two M 7 normal fault earthquakes in the Western U.S.A. was 0.3-0.5 km3. In contrast, hydroIogical changes accompanying reverse fault earthquakes are either undetected or else involve falls in well-levels and spring-flows. The magnitude and distribution of the water-discharge for these events is compared with deformation models calibrated from seismic and geodetic information, and found to correlate with the crustal volume strain down to a depth of at least 5 km. Such relatively rapid drainage is only possible if the fluid was formerly contained in high aspect ratio fissures interconnected throughout much of the seismogenic upper crust. The rise and decay times of the discharge are shown to be critically dependent on crack widths, for which the «characteristic» or dominant cracks cannot be wider than 0.03 mm. These results suggest that fluid-filled cracks are ubiquitous throughout the brittle continental crust, and that these cracks open and close through the earthquake cycle. Seismohydraulic fluid flows have major implications for our understanding of the mechanical and chemical behaviour of crustal rocks, of the tectonic controls of fluid flow associated with petroleum migration, hydrothermal mineralisation and a significant hazard for underground waste disposal.


2021 ◽  
Author(s):  
Song Wang ◽  
Lawrence Khin Leong Lau ◽  
Wu Jun Tong ◽  
Kun An ◽  
Jiang Nan Duan ◽  
...  

Abstract This paper elucidates the importance of flow assurance transient multiphase modelling to ensure uninterrupted late life productions. This is discussed in details through the case study of shut-in and restart scenarios of a subsea gas well (namely Well A) located in South China Sea region. There were two wells (Well A and Well B) producing steadily prior to asset shut-in, as a requirement for subsea pipeline maintenance works. However, it was found that Well A failed to restart while Well B successfully resumed production after the pipeline maintenance works. Flow assurance team is called in order to understand the root cause of the failed re-start of Well A to avoid similar failure for Well B and other wells in this region. Through failure analysis of Well A, key root cause is identified and associated operating strategy is proposed for use for Well B, which is producing through the same subsea infrastructure. Transient multiphase flow assurance model including subsea Well A, subsea Well B, associated spools, subsea pipeline and subsea riser is developed and fully benchmarked against field data to ensure realistic thermohydraulics representations of the actual asset. Simulation result shows failed restart of Well A and successful restart of Well B, which fully matched with field observations. Further analysis reveals that liquid column accumulated within the wellbore of Well A associates with extra hydrostatic head which caused failed well restart. Through a series of sensitivity analysis, the possibility of successful Well A restart is investigated by manipulating topsides back pressure settings and production flowrates prior to shut-in. These serve as a methodology to systematically analyze such transient scenario and to provide basis for field operating strategy. The analysis and strategy proposed through detailed modelling and simulation serves as valuable guidance for Well B, should shut-in and restart operation is required. This study shows the importance of modelling prior to late life field operations, in order to avoid similar failed well restart, which causes significant production and financial impacts.


2017 ◽  
Vol 79 ◽  
pp. 361-370 ◽  
Author(s):  
Erfei Zhao ◽  
Kai Cheng ◽  
Wuhe Sun ◽  
Zhenping Zhou ◽  
Jianyi Zhao

2019 ◽  
Vol 19 (2) ◽  
pp. 561-569
Author(s):  
Qiaolei Sun ◽  
Zheng Chen ◽  
Liangliang Ding ◽  
Ding Feng ◽  
Zhe Wang ◽  
...  

2019 ◽  
Vol 105 ◽  
pp. 555-565
Author(s):  
Erfei Zhao ◽  
Yongneng Lu ◽  
Kai Cheng ◽  
Liming Zhou ◽  
Wuhe Sun ◽  
...  

2020 ◽  
Vol 77 ◽  
pp. 103266 ◽  
Author(s):  
Yi Shuai ◽  
Dao-Chuan Zhou ◽  
Xin-Hua Wang ◽  
Heng-Gang Yin ◽  
Shidong Zhu ◽  
...  

2015 ◽  
Vol 6 (2) ◽  
pp. 203-210 ◽  
Author(s):  
J. Zhang ◽  
Z. Liang ◽  
C. J. Han ◽  
H. Zhang

Abstract. Reverse fault movement is one of the threats for the structural integrity of buried oil-gas pipelines caused by earthquakes. Buckling behavior of the buried pipeline was investigated by finite element method. Effects of fault displacement, internal pressure, diameter-thick ratio, buried depth and friction coefficient on buckling behavior of the buried steel pipeline were discussed. The results show that internal pressure is the most important factor that affecting the pipeline buckling pattern. Buckling mode of non-pressure pipeline is collapse under reverse fault. Wrinkles appear on buried pressure pipeline when the internal pressure is more than 0.4 Pmax. Four buckling locations appear on the buried pressure pipeline under bigger fault displacement. There is only one wrinkle on the three locations of the pipeline in the rising formation, but more wrinkles on the fourth location. Number of the wrinkle ridges and length of the wavy buckling increase with the increasing of friction coefficient. Number of buckling location decreases gradually with the decreasing of diameter-thick ratio. A protective device of buried pipeline was designed for preventing pipeline damage crossing fault area for its simple structure and convenient installation. Those results can be used to safety evaluation, maintenance and protection of buried pipelines crossing fault area.


2022 ◽  
Vol 245 ◽  
pp. 110465
Author(s):  
Di Liu ◽  
Haitao Zhu ◽  
Feng Liu ◽  
Jiaqing Cao ◽  
Zhongjun Ding ◽  
...  

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