Abstract
In this paper, a method that estimates the real-time behavior of subsea line structures based on sequential data assimilation with distributed strain sensors is proposed. A finite element method is used to represent the behavior of subsea line structures and generates ensemble forecasts regarding unknown parameters. A merging particle filter technique is applied to integrate the observation data with the numerical models to calculate the posterior probability density function. The effectiveness of the proposed method is examined through twin experiments. The presented results validate the proposed method's capability to estimate the current state as well as unknown parameters of subsea line structures. The results suggest the advantage of distributed sensors against pointwise sensing when applied to line structures.
References
1.
American Petroleum Institute
, 2009
, Design of Risers for Floating Production Systems (FPSs) and Tension-Leg Platforms (TLPs), Recommended Practice, API RP 2RD, 47–110.2.
Wu
, J.
, Yin
, D.
, Lie
, H.
, Riemer-Sørensen
, S.
, Sævik
, S.
, and Triantafyllou
, M.
, 2020
, “Improved VIV Response Prediction Using Adaptive Parameters and Data Clustering
,” J. Mar. Sci. Eng.
, 8
(2
), p. 127
. 3.
Rombado
, G.
, Wadhwa
, H.
, Cooke
, N.
, Pasala
, D.
, Paulin
, M.
, Rao
, P.
, and Majed
, A.
, 2021
, “A Flexible Riser Digital Twin for Real-Time Monitoring and Asset Management
,” Proceedings of the SNAME 26th Offshore Symposium
, Virtual
, Apr. 6–7
, OnePetro.4.
Suzuki
, H.
, and Yoshida
, K.
, 1990
, “Nonlinear Dynamic Analysis Method of Underwater Line Structure and Its Validation
,” J. Soc. Naval Arch. Jpn.
, 1990
(168
), pp. 379
–387
. 5.
Holmes
, S.
, Oakley
, O. H.
, Jr., and Constantinides
, Y.
, 2006,
, “Simulation of Riser VIV Using Fully Three Dimensional CFD Simulations
,” Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering
, Hamburg, Germany
, June 4–9
.6.
Chen[Q8]
, W.
, Li
, M.
, Guo
, S.
, and Gan
, K.
, 2014
, “Dynamic Analysis of Coupling Between Floating Top-End Heave and Riser's Vortex-Induced Vibration by Using Finite Element Simulations
,” Appl. Ocean Res.
, 48
, pp. 1
–9
. 7.
Meng
, X.
, Wang
, Z.
, Fan
, D.
, Triantafyllou
, M. S.
, and Karniadakis
, G. E.
, 2021
, “A Fast Multi-Fidelity Method With Uncertainty Quantification for Complex Data Correlations: Application to Vortex-Induced Vibrations of Marine Risers
,” Comput. Methods Appl. Mech. Eng.
, 386
, p. 114212
. 8.
Yin
, D.
, Lie
, H.
, and Wu
, J.
, 2020
, “Structural and Hydrodynamic Aspects of Steel Lazy Wave Riser in Deepwater
,” ASME J. Offshore Mech. Arct. Eng.
, 142
(2
), p. 020801
. 9.
Kanazawa
, M.
, Wada
, R.
, and Ozaki
, M.
, 2020
, “Analytical Investigation of key Factors for Dynamic Minimum Tension in Free-Hanging Slender Structures With Simplified Lumped Mass Model
,” Ocean Eng.
, 218
, p. 108196
. 10.
Lou
, M.
, Tong
, B.
, and Wang
, Y.
, 2018
, “Dynamic Response of Steel Catenary Riser in an Internal Wave Field
,” ASME J. Offshore Mech. Arct. Eng.
, 140
(5
), p. 051705. 11.
Rantow
, F. S.
, 2021
, “Black-Box Model for Bend Radius Control in Deep-Water Subsea Umbilical Installation
,” Proceedings of the 31st International Ocean and Polar Engineering Conference
, Rhodes, Greece
, June 20–25
, OnePetro.12.
Bruschi
, R.
, Marchionni
, L.
, Mancini
, A.
, Vitali
, L.
, and Pazzaglia
, J.
, 2017
, “Controlling Fatigue Damage in Deep-Water Installation
,” Journal of Pipeline Systems Engineering and Practice
, 8
(4
), p. 06017003
.13.
Murayama
, H.
, Wada
, D.
, and Igawa
, H.
, 2013
, “Structural Health Monitoring by Using Fiber-Optic Distributed Strain Sensors With High Spatial Resolution
,” Photonic Sensors
, 3
(4
), pp. 355
–376
. 14.
Aljaroudi
, A.
, Khan
, F.
, Akinturk
, A.
, Haddara
, M.
, and Thodi
, P.
, 2015
, “Probability of Detection and False Detection for Subsea Leak Detection Systems: Model and Analysis
,” J. Fail. Anal. Prev.
, 15
(6
), pp. 873
–882
. 15.
Santiago
, B. M.
, Morikawa
, S. R.
, Carrara
, W.
, Kravetz
, A.
, and Martins
, J. A.
, 2017
, “Monitoring Flexible Risers with Optical Sensors–Operational Experience and Future Perspectives
,” OTC Brazil
, Rio de Janeiro, Brazil
, October
, OnePetro.16.
Van Wittenberghe
, J.
, De Baets
, P.
, De Waele
, W.
, Ost
, W.
, Verstraete
, M.
, and Hertelé
, S.
, 2012
, “Resonant Bending Fatigue Test Setup for Pipes With Optical Displacement Measuring System
,” ASME J. Offshore Mech. Arct. Eng.
, 134
(3
), p. 031702
. 17.
Amaechi
, C. V.
, Reda
, A.
, Ja’e
, I. A.
, Wang
, C.
, and An
, C.
, 2022
, “Guidelines on Composite Flexible Risers: Monitoring Techniques and Design Approaches
,” Energies
, 15
(14
), p. 4982
. 18.
Pei
, H. F.
, Teng
, J.
, Yin
, J. H.
, and Chen
, R.
, 2014
, “A Review of Previous Studies on the Applications of Optical Fiber Sensors in Geotechnical Health Monitoring
,” Measurement
, 58
, pp. 207
–214
. 19.
Koizumi
, K.
, Kanda
, Y.
, Fujii
, A.
, and Murai
, H.
, 2015
, “High-Speed Distributed Strain Measurement Using Brillouin Optical Time-Domain Reflectometry Based-on Self-Delayed Heterodyne Detection
,” Proceedings of the 2015 European Conference on Optical Communication (ECOC)
, Valencia, Spain
, Sept. 27–Oct. 1
, IEEE, pp. 1
–3
.20.
Ruiz
, J. J.
, Pulido
, M.
, and Miyoshi
, T.
, 2013
, “Estimating Model Parameters With Ensemble-Based Data Assimilation: A Review
,” J. Meteorol. Soc. Jpn. Ser. II
, 91
(2
), pp. 79
–99
. 21.
Bertino
, L.
, Evensen
, G.
, and Wackernagel
, H.
, 2003
, “Sequential Data Assimilation Techniques in Oceanography
,” Int. Stat. Rev.
, 71
(2
), pp. 223
–241
. 22.
Grindheim
, J. V.
, Revahug
, I.
, and Pedersen
, E.
, 2017
, “Utilizing the Ensemble Kalman Filter and Ensemble Kalman Smoother for Combined State and Parameter Estimation of a Three-Dimensional Towed Underwater Cable Model
,” ASME J. Offshore Mech. Arct. Eng.
, 139
(6
), p. 061303
. 23.
Paz
, M.
, 2012
, Structural Dynamics: Theory and Computation
, Springer
, New York
.24.
Yamamoto
, M.
, 2011
, “A Study About the Dynamic Behavior of Flexible Tubes Including Internal Flow
,” Doctoral dissertation, Yokohama National University
, Kanagawa, Japan
.25.
Nakamura
, N.
, 2016
, “Extended Rayleigh Damping Model
,” Front. Built Environ.
, 2
, p. 14
.26.
Yoshida
, K.
, Yoneya
, T.
, and Iida
, K.
, 1978
, “Static and Dynamic Analysis of Underwater Line Structures by the Finite Element Method
,” J. Soc. Naval Arch. Jpn.
, 1978
(144
), pp. 195
–204
. 27.
Minamizawa
, M.
, and Endoh
, K.
, 1983
, “Fluid Forces on a Circular Cylinder Oscillating Sinusoidally in Otherwise Still Fluid
,” Kagaku Kogaku Ronbunshu
, 9
(4
), pp. 353
–358
. 28.
Fearnhead
, P.
, and Künsch
, H. R.
, 2018
, “Particle Filters and Data Assimilation
,” Annu. Rev. Stat. Appl.
, 5
(1
), pp. 421
–449
. 29.
Nakano
, S.
, Ueno
, G.
, and Higuchi
, T.
, 2007
, “Merging Particle Filter for Sequential Data Assimilation
,” Nonlinear Process. Geophys.
, 14
(4
), pp. 395
–408
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