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Showing papers on "Submarine pipeline published in 2021"


Journal ArticleDOI
TL;DR: A review of the general approaches following the passive and active control technologies are presented, which are including optimal layout technique of pipeline and clamps, constrained layer damping technique, vibration absorber technique, hydraulic hose technique, optimal pump structure technique, and active vibration control technique of Pipeline system.

70 citations


Journal ArticleDOI
TL;DR: An improved Otsu algorithm is proposed to accurately identify obstacles and Kalman filtering is also introduced to estimate dynamic obstacles in the complex operation environment of the pipeline inspection.

37 citations


Journal ArticleDOI
TL;DR: In this paper, the joint effect of solitary waves and background currents on the pipelines is numerically studied by using a numerical wave tank developed with a free surface tracking approach and the immersed boundary method.

30 citations


Journal ArticleDOI
Yu Jianxing1, Wu Shibo1, Chen Haicheng1, Yu Yang1, Fan Haizhao1, Liu Jiahao1 
TL;DR: An improved FMEA method based on cloud model and extended vlsekriterijumska optimizacija i kompromisno resenje (VIKOR) is proposed, which is a more accurate and effective method for the risk assessment of a submarine pipeline.

28 citations


Journal ArticleDOI
TL;DR: Two wave height prediction models based on LSTM have reached satisfactory accuracy, which provided support for the ship automatic driving scheme proposed in this paper.
Abstract: Ships are usually disturbed by waves when they are traveling at sea. When the waves are large, it is not conducive to driving safety, comfort and economy. Therefore, this paper proposed a new type of automatic driving scheme, which links the wave height prediction with ship driving. By studying the accurate prediction of wave height, ships can adjust their course in real time to ensure that they always travel in the area with the lowest wave height. According to the different driving conditions of ships in the open sea and the offshore sea, we designed two wave height prediction models based on LSTM, which are suitable for the above two types of sea areas. In particular, when we created the open sea model, we selected the data of the location points other than the predicted point as the training data. After comparative testing, the two types of models have reached satisfactory accuracy, which provided support for the ship automatic driving scheme proposed in this paper.

27 citations


Journal ArticleDOI
TL;DR: Submarine pipelines are likely to be impacted by frequently catastrophic landslides, resulting in broken pipelines and causing irreversible economic losses; however, because pipelines located in de facto uninhabited areas are vulnerable to landslides as discussed by the authors.
Abstract: Submarine pipelines are likely to be impacted by frequently catastrophic landslides, resulting in broken pipelines and causing irreversible economic losses; however, because pipelines located in de...

23 citations


Journal ArticleDOI
TL;DR: This study conducted various flow simulations and selected the most sensitive variables within an appropriate range and derived a dynamic model matched with the field, which showed excellent accuracy and proposed a flowchart for leak detection in the gas pipeline.

20 citations


Journal ArticleDOI
TL;DR: In this article, the authors investigated the reasons of underwater landslides and why they fail on low angle. But despite the hazard they pose, many aspects of submarine landslides remain poorly understood.

17 citations


Journal ArticleDOI
TL;DR: In this paper, an increased adaptive neural network (NN)-based anti-swing tracking control strategy was proposed for coordinated offshore ship-to-ship crane systems, with a ship-motion prediction algorithm suggested to generate the target trajectories for cargos, and an adaptive NN proposed to deal with complicated unknown wave-induced disturbances.
Abstract: As a typical underactuated mechanical system, offshore ship-mounted cranes are widely used to carry out the tasks of transferring cargos from one ship to another in the marine environment. Different from land-fixed cranes as well as traditional harbor cranes, offshore ship-to-ship crane systems work in two noninertial (ship) frames, while the target locations of the cargos are also inevitably influenced by the movements of the target ship. Besides, various external disturbances, which are caused by persistent sea waves, sea winds, or currents, etc., bring much more challenges to the control task of offshore ship-to-ship crane systems. To properly address these practical problems, in this article, we propose an increased adaptive neural network (NN)-based anti-swing tracking control strategy for such coordinated offshore crane systems, with a ship-motion prediction algorithm suggested to generate the target trajectories for cargos, and an adaptive NN proposed to deal with complicated unknown wave-induced disturbances. Bounded tracking performance is also guaranteed through a complete Lyapunov-based stability analysis. To the best of our knowledge, without any simplification of the original nonlinear dynamics, this article provides a high-performance adaptive control approach to deal with the anti-interference tracking control problem for offshore ship-to-ship crane systems, which are subjected to trajectories uncertainties as well as unknown wave motions disturbances. Furthermore, comparative hardware experimental results are presented to demonstrate the efficiency of the proposed control method.

17 citations


Journal ArticleDOI
TL;DR: In this paper, a numerical tank is established using the Immersed boundary (IB) method, in which the three-phase media (air, water and debris flow) are embedded.

13 citations



Journal ArticleDOI
TL;DR: In this article, the statistical characteristics of offshore strong motion records are investigated and a comprehensive numerical analysis is conducted to understand the influence of sloped terrain and silt soft-soil layer on offshore ground motions.

Journal ArticleDOI
TL;DR: This mechanical model of the laying pipeline is established by the combination of the vector mechanics principle with the numerical technique based upon the vector form intrinsic finite element (VFIFE) method to offer a significant reference for the installation design of the offshore pipeline.

Journal ArticleDOI
TL;DR: In this paper, a finite element numerical model was developed to predict local scour around a vibration submarine pipeline in steady current, which was based on incompressible two-dimensional Navier-Stokes equations with a Shear-Stress Transport (SST) k-ω turbulence model closure.

Journal ArticleDOI
01 Aug 2021-Geology
TL;DR: In this article, the authors describe the evolution of the Hikurangi Channel, which traverses the offshore New Zealand Trench, and reveal that the channel was present only during the last 3.5 m.y. of the trench's existence.
Abstract: The type and volume of sediment entering subduction zones affects the style of plate-boundary deformation and thus sedimentary and tectonic cycles. Because submarine channels significantly increase the transport efficiency of turbidity currents, their presence or absence in subduction trenches is a primary control on trench fill. To date, comprehensive architectural characterization of trench-axial channels has not been possible, undermining efforts to identify the factors controlling their initiation and evolution. Here, we describe the evolution of the Hikurangi Channel, which traverses the Hikurangi Trench, offshore New Zealand. Analysis of two- and three-dimensional seismic data reveals that the channel was present only during the last ~3.5 m.y. of the ~27 m.y. of the trench’s existence; its inception and propagation resulted from increased sediment supply to the trench following amplified hinterland exhumation. To test if the controls on the evolution of the Hikurangi Channel are universal, multivariate statistical analysis of the geomorphology of subduction trenches globally is used to investigate the formative conditions of axial channels in modern trenches. Terrigenous sediment supply and thickness of sediment cover in a trench are the dominant controls; subsidiary factors such as trench length and rugosity also contribute to the conditions necessary for trench-axial channel development. Axial channels regulate sediment distribution in trenches, and this varies temporally and spatially as a channel propagates along a trench. The presence of a trench-axial channel affects plate-boundary mechanics and has implications for the style of subduction-margin deformation.

Journal ArticleDOI
TL;DR: In this article, the buckling analysis of an offshore pipeline refers to the analysis of temperature-induced uplift and lateral buckling of pipelines by analytical, numerical, and experimental means.
Abstract: The buckling analysis of an offshore pipeline refers to the analysis of temperature-induced uplift and lateral buckling of pipelines by analytical, numerical, and experimental means. Thus, the current study discusses different research performed on thermal pipe-buckling and the different factors affecting the pipeline’s buckling behaviour. The current study consists of the dependency of the pipe-buckling direction on the seabed features and burial condition; the pre-buckling and post-buckling load-displacement behaviour of the pipeline; the effect of soil weight, burial depth, axial resistance, imperfection amplitude, temperature difference, interface tensile capacity, and diameter-to-thickness ratio on the uplift and lateral resistance; and the failure mechanism of the pipeline. Moreover, the effect of external hydrostatic pressure, bending moment, initial imperfection, sectional rigidity, and diameter-to-thickness ratio of the pipeline on collapse load of the pipeline during buckling were also included in the study. This work highlights the existing knowledge on the topic along with the main findings performed up to recent research. In addition, the reference literature on the topic is given and analysed to contribute to a broad perspective on buckling analysis of offshore pipelines. This work provides a starting point to identify further innovation and development guidelines for professionals and researchers dealing with offshore pipelines, which are key infrastructures for numerous maritime applications.

Journal ArticleDOI
TL;DR: In this article, the authors explore the wave interaction over a gently sloping subtidal ramp (1 km wide) down to 11m water depth fronting a semi-horizontal intertidal platform (180m wide).

Journal ArticleDOI
TL;DR: In this paper, the authors investigated fish and benthic communities along a ca.345 km section of offshore pipeline in remote northern Australia to compare pipeline communities with those in surrounding areas and provide context for decommissioning risk assessments.

Journal ArticleDOI
TL;DR: In this article, a simulation of a two-dimensional fluid-structure interaction (FSI) problem in order to examine the dynamic response of a submarine tunnel under real horizontal earthquakes is presented.

Journal ArticleDOI
TL;DR: In this article, a shallowly buried submarine pipeline eventually significantly floats up and extrudes the seabed soil over the pipeline driven by the gradually increased buoyancy on the pipeline caused by the accumulation of pore pressure around the pipeline.

Journal ArticleDOI
TL;DR: In this article, the seismic behavior of a free-spanning submarine pipeline under the synthesized seismic motions within offshore sites (MEMOSs) is analyzed and summarized, and the impacts of the seismic excitation type, offshore seismic motion, coherence loss, local site condition and free span length on the Mises stress, vertical displacement and failure PGA of the submarine pipeline are examined and discussed comprehensively.

Journal ArticleDOI
TL;DR: In this paper, the authors conducted an experimental study in a wave tank to investigate the dynamics of a large subsea module in the splash zone subject to irregular waves, using a 1:8 scale model of a sub-sea module, similar to that designed by Offshore Oil Engineering Co- Ltd. for the subsea pipeline from the Wenchang gas fields to the Yacheng pipeline.

Journal ArticleDOI
17 Oct 2021
TL;DR: In this article, the subgouge clay displacements and the reaction forces were simulated using a non-tuned self-adaptive machine learning (ML) entitled "SAELM" and fifteen SAELM models were defined by means of the parameters affecting the ice-scoured features.
Abstract: Exploitation of oil and gas in the Arctic area is expected to expand in the coming years. These hydrocarbons are transferred through subsea pipelines from offshore to onshore; however, the marine pipelines are threatened by traveling icebergs where the seabed may be gouged by the moving masses in warmer months. Subsea trenching and backfilling are usually utilized to bury the subsea pipelines for physical protection against the ice scouring. Regarding the stress-based design methods, deformations and forces are generally the controlling design factors for the subsea assets. In this study, the subgouge clay displacements and the reaction forces were simulated using a non-tuned self-adaptive machine learning (ML) entitled “self-adaptive extreme learning machine” (SAELM). Initially, fifteen SAELM models were defined by means of the parameters affecting the ice-scoured features. Subsequently, 70% and 30% of the constructed dataset were respectively applied to train and test the machine learning models. After that, the optimum number of hidden layer neurons and the best activation function were selected for the SAELM network. By conducting a comprehensive sensitivity analysis, the premium SAELM models and the most influencing input parameters in estimation of the subgouge clay characteristics were introduced. Regarding the performed analyses, the horizontal load factor and the gouge depth ratio were identified as the most influential parameters to model the reaction forces, whereas the soil depth had a significant impact for simulation of the ice-induced clay deformations. Finally, a set of SAELM-based equations were presented to estimate the subgouge clay parameters.

Journal ArticleDOI
TL;DR: In this article, an in situ test device was developed to measure the rheological properties of liquefied sediments, and the test results indicated that liquefified sediments can be regarded as non-Newtonian fluids with shear thinning characteristics.
Abstract: Liquefied submarine sediments can easily lead to submarine landslides and turbidity currents, and cause serious damage to offshore engineering facilities. Understanding the rheological characteristics of liquefied sediments is critical for improving our knowledge of the prevention of submarine geo-hazards and the evolution of submarine topography. In this study, an in situ test device was developed to measure the rheological properties of liquefied sediments. The test principle is the shear column theory. The device was tested in the subaqueous Yellow River delta, and the test results indicated that liquefied sediments can be regarded as “non-Newtonian fluids with shear thinning characteristics”. Furthermore, a laboratory rheological test was conducted as a contrast experiment to qualitatively verify the accuracy of the in situ test data. Through the comparison of experiments, it was proved that the use of the in situ device in this paper is suitable and reliable for the measurement of the rheological characteristics of liquefied submarine sediments. Considering the fact that liquefaction may occur in deeper water (>5 m), a work pattern for the device in the offshore area is given. This novel device provides a new way to test the undrained shear strength of liquefied sediments in submarine engineering.

Journal ArticleDOI
TL;DR: In this paper, two-dimensional seepage was considered to modify the conventional Shields number and its associated impact on sediment incipient motion around the trenched pipeline was investigated, and numerical results indicated that a peak or valley of the modified Shields number was formed below the pipeline and horizontal seepages flow tremendously impact the sediment motion in the vicinity of the pipeline.
Abstract: Pipelines have been used as one of the main transportation methods for the offshore industry, with increasing activities in marine resources recently. Prediction of seabed instability is one of key factors that must be taken into consideration for an offshore pipeline project. As the first step of the scour process, sediment incipient motion has been intensively studied in the past. Most previous investigations didn’t consider the wave-induced seepage in the elevation of sediment motion. In this paper, two-dimensional seepage was considered to modify the conventional Shields number and its associated impact on sediment incipient motion around the trenched pipeline was investigated. Both flat and sloping seabeds are considered. The numerical results indicated that a peak or valley of the modified Shields number was formed below the pipeline and horizontal seepage flow tremendously impact the sediment motion in the vicinity of the pipeline. Parametric analysis concludes: the influence of the seepage around the pipeline becomes more significant in a large wave, shallow water in a seabed with large shear modulus and permeability, and larger pipeline diameter and smaller flow gap ratio. This will make soil particles be more easily dragged away from the seabed.

Journal ArticleDOI
TL;DR: In this paper, the authors discuss the effects of third-party damage on pipelines laid over long distances in harsh offshore environments, such as excessive strain, corrosion, scouring, icebergs, and other third parties.
Abstract: Pipelines laid over long distances in harsh offshore environments may be affected by excessive strain, corrosion, scouring, icebergs, and other third-party damage. Small chronic leaks may c...

Journal ArticleDOI
TL;DR: In this article, the authors present a comprehensive seismicity catalogue of the Comoros region including the Mozambique Channel, the Mw 5.9 on May 15, 2018, followed by a major offshore volcanic activity, raises several questions of seismovolcanic hazards in the comoros region.

Journal ArticleDOI
30 Nov 2021-Energy
TL;DR: In this article, the authors investigated the influence of ERA5, CFSv2, MERRA2 atmospheric reanalyses, and the WRF model on the offshore wind resource technical potential and cost estimation of offshore wind projects.

Journal ArticleDOI
TL;DR: In this article, the authors present the results of a series of large deformation parametric finite element simulations of a partially embedded pipeline resting on a fine-grained seabed and subjected to the differential movement of an active strike-slip tectonic fault.

Journal ArticleDOI
TL;DR: In this article, the MAGICLAND (Marine Geo-hazards Induced by underwater Landslides in the SW Iberian Margin) database is presented.
Abstract: Submarine landslides are major geohazards occurring on distinct seabed domains ranging from shallow coastal areas to the deeper points of the ocean. The nature and relief of the seabed are key factors influencing the location and size of submarine landslides. Efforts have recently been made to compile databases of submarine landslide distribution and morphometry, a crucial task to assess submarine geohazards. The MAGICLAND (Marine Geo-hazards Induced by underwater Landslides in the SW Iberian Margin) database here presented contributed to that assessment offshore Portugal. Based on EMODnet bathymetric DEMs and GIS analysis, the morphometric properties of 1552 submarine landslides were analysed and wealth of 40 parameters was obtained. This dataset is now made available for the free use and benefit of the international marine community. Further contributions or analysis based on, and complementing the MAGICLAND database will be welcome.