Influence of Structural Elements on the Spatial Sediment Displacement around a Jacket-Type Offshore Foundation

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  • Technische Universität Braunschweig
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Original languageEnglish
Article number1651
Number of pages22
JournalWater (Switzerland)
Volume12
Issue number6
Publication statusPublished - 9 Jun 2020

Abstract

This research advances the understanding of jacket-type platform induced local and global erosion and deposition processes for combined wave-current conditions. To this end, a laboratory study was carried out comparing the equilibrium scour depth for two structural designs that are differentiated in the geometrical distance of the structure's lowest node to the seabed. Measurements of local scour depths over time have been conducted with echo sounding transducers. An empirical approach is proposed to predict the final scour depths as a function of the node distance to the seabed. Additionally, 3D laser scans have been performed to obtain the digital elevation model of the surrounding sediment bed. Novel methodologies were developed to describe and easily compare the relative volume change of the sediment bed per surface area due to structure-seabed interaction, enabling spatial analyses of highly complex erosion and deposition patterns. The seabed sediment mobility around the structure is found to be highly sensitive to a change in node distance. The decrease of the node distance results in a higher erosion depth of sediment underneath the structure of up to 26%, especially for current-dominated conditions, as well as an increased deposition of sediment downstream of the structure over a distance of up to 6.5 times the footprint length. The results of this study highlight the requirement to consider the interaction of the structure with the surrounding seabed within the design process of offshore structures, to mitigate potential impacts on the marine environment stemming from the extensive sediment displacement and increased sediment mobility.

ASJC Scopus subject areas

Sustainable Development Goals

Cite this

Influence of Structural Elements on the Spatial Sediment Displacement around a Jacket-Type Offshore Foundation. / Welzel, Mario; Schendel, Alexander; Goseberg, Nils et al.
In: Water (Switzerland), Vol. 12, No. 6, 1651, 09.06.2020.

Research output: Contribution to journalArticleResearchpeer review

Welzel M, Schendel A, Goseberg N, Hildebrandt A, Schlurmann T. Influence of Structural Elements on the Spatial Sediment Displacement around a Jacket-Type Offshore Foundation. Water (Switzerland). 2020 Jun 9;12(6):1651. doi: 10.3390/w12061651
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@article{81e497af82f64ccfb138e4d4156bc667,
title = "Influence of Structural Elements on the Spatial Sediment Displacement around a Jacket-Type Offshore Foundation",
abstract = "This research advances the understanding of jacket-type platform induced local and global erosion and deposition processes for combined wave-current conditions. To this end, a laboratory study was carried out comparing the equilibrium scour depth for two structural designs that are differentiated in the geometrical distance of the structure's lowest node to the seabed. Measurements of local scour depths over time have been conducted with echo sounding transducers. An empirical approach is proposed to predict the final scour depths as a function of the node distance to the seabed. Additionally, 3D laser scans have been performed to obtain the digital elevation model of the surrounding sediment bed. Novel methodologies were developed to describe and easily compare the relative volume change of the sediment bed per surface area due to structure-seabed interaction, enabling spatial analyses of highly complex erosion and deposition patterns. The seabed sediment mobility around the structure is found to be highly sensitive to a change in node distance. The decrease of the node distance results in a higher erosion depth of sediment underneath the structure of up to 26%, especially for current-dominated conditions, as well as an increased deposition of sediment downstream of the structure over a distance of up to 6.5 times the footprint length. The results of this study highlight the requirement to consider the interaction of the structure with the surrounding seabed within the design process of offshore structures, to mitigate potential impacts on the marine environment stemming from the extensive sediment displacement and increased sediment mobility.",
keywords = "Deposition patterns, Environmental impact, Erosion patterns, Laboratory tests, Marine environment, Offshore foundation, Scour, Sediment transport, Wave-current interaction, Deposition, Erosion, Offshore oil well production, Offshore structures, Structural design, Combined wave current, Digital elevation model, Erosion and deposition, Geometrical distances, Laboratory studies, Seabed interaction, Structural elements, Sediments, digital elevation model, displacement, echo sounding, marine environment, scour, seafloor, sediment transport",
author = "Mario Welzel and Alexander Schendel and Nils Goseberg and Arndt Hildebrandt and Torsten Schlurmann",
note = "Funding text 1: Funding: The present study is part of the research project “HyConCast—Hybrid substructure of high strength concrete and ductile iron castings for offshore wind turbines” (BMWI: 0325651A), as well as of the project “marTech-Testing and development of maritime technologies for reliable power supply” (BMWI: 0324196A, 0324196B). The authors gratefully acknowledge the support of the German Federal Ministry for Economic Affairs and Energy within the funded project.",
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Download

TY - JOUR

T1 - Influence of Structural Elements on the Spatial Sediment Displacement around a Jacket-Type Offshore Foundation

AU - Welzel, Mario

AU - Schendel, Alexander

AU - Goseberg, Nils

AU - Hildebrandt, Arndt

AU - Schlurmann, Torsten

N1 - Funding text 1: Funding: The present study is part of the research project “HyConCast—Hybrid substructure of high strength concrete and ductile iron castings for offshore wind turbines” (BMWI: 0325651A), as well as of the project “marTech-Testing and development of maritime technologies for reliable power supply” (BMWI: 0324196A, 0324196B). The authors gratefully acknowledge the support of the German Federal Ministry for Economic Affairs and Energy within the funded project.

PY - 2020/6/9

Y1 - 2020/6/9

N2 - This research advances the understanding of jacket-type platform induced local and global erosion and deposition processes for combined wave-current conditions. To this end, a laboratory study was carried out comparing the equilibrium scour depth for two structural designs that are differentiated in the geometrical distance of the structure's lowest node to the seabed. Measurements of local scour depths over time have been conducted with echo sounding transducers. An empirical approach is proposed to predict the final scour depths as a function of the node distance to the seabed. Additionally, 3D laser scans have been performed to obtain the digital elevation model of the surrounding sediment bed. Novel methodologies were developed to describe and easily compare the relative volume change of the sediment bed per surface area due to structure-seabed interaction, enabling spatial analyses of highly complex erosion and deposition patterns. The seabed sediment mobility around the structure is found to be highly sensitive to a change in node distance. The decrease of the node distance results in a higher erosion depth of sediment underneath the structure of up to 26%, especially for current-dominated conditions, as well as an increased deposition of sediment downstream of the structure over a distance of up to 6.5 times the footprint length. The results of this study highlight the requirement to consider the interaction of the structure with the surrounding seabed within the design process of offshore structures, to mitigate potential impacts on the marine environment stemming from the extensive sediment displacement and increased sediment mobility.

AB - This research advances the understanding of jacket-type platform induced local and global erosion and deposition processes for combined wave-current conditions. To this end, a laboratory study was carried out comparing the equilibrium scour depth for two structural designs that are differentiated in the geometrical distance of the structure's lowest node to the seabed. Measurements of local scour depths over time have been conducted with echo sounding transducers. An empirical approach is proposed to predict the final scour depths as a function of the node distance to the seabed. Additionally, 3D laser scans have been performed to obtain the digital elevation model of the surrounding sediment bed. Novel methodologies were developed to describe and easily compare the relative volume change of the sediment bed per surface area due to structure-seabed interaction, enabling spatial analyses of highly complex erosion and deposition patterns. The seabed sediment mobility around the structure is found to be highly sensitive to a change in node distance. The decrease of the node distance results in a higher erosion depth of sediment underneath the structure of up to 26%, especially for current-dominated conditions, as well as an increased deposition of sediment downstream of the structure over a distance of up to 6.5 times the footprint length. The results of this study highlight the requirement to consider the interaction of the structure with the surrounding seabed within the design process of offshore structures, to mitigate potential impacts on the marine environment stemming from the extensive sediment displacement and increased sediment mobility.

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KW - Environmental impact

KW - Erosion patterns

KW - Laboratory tests

KW - Marine environment

KW - Offshore foundation

KW - Scour

KW - Sediment transport

KW - Wave-current interaction

KW - Deposition

KW - Erosion

KW - Offshore oil well production

KW - Offshore structures

KW - Structural design

KW - Combined wave current

KW - Digital elevation model

KW - Erosion and deposition

KW - Geometrical distances

KW - Laboratory studies

KW - Seabed interaction

KW - Structural elements

KW - Sediments

KW - digital elevation model

KW - displacement

KW - echo sounding

KW - marine environment

KW - scour

KW - seafloor

KW - sediment transport

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U2 - 10.3390/w12061651

DO - 10.3390/w12061651

M3 - Article

AN - SCOPUS:85087544813

VL - 12

JO - Water (Switzerland)

JF - Water (Switzerland)

SN - 2073-4441

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M1 - 1651

ER -

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