Empirical research for the hydraulic stability of rock-filled mesh bags in offshore application for the stabilisation of cable protection systems

DOI:10.4121/75e209b1-4c63-431f-9530-f5e35cd0c5f7.v1
The DOI displayed above is for this specific version of this dataset, which is currently the latest. Newer versions may be published in the future. For a link that will always point to the latest version, please use
DOI: 10.4121/75e209b1-4c63-431f-9530-f5e35cd0c5f7

Datacite citation style

La Poutré, Lucas; Hofland, Bas; Hayo Hendrikse; Mungar, Sagar; Lengkeek, Robert (2024): Empirical research for the hydraulic stability of rock-filled mesh bags in offshore application for the stabilisation of cable protection systems. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/75e209b1-4c63-431f-9530-f5e35cd0c5f7.v1
Other citation styles (APA, Harvard, MLA, Vancouver, Chicago, IEEE) available at Datacite

Dataset

The expanding offshore wind industry is facing challenges with excessive movement of the power cables that connect offshore turbines to the grid. The casings that surround the exposed parts of cables near structures, known as cable protection systems (CPS), show damage before the end of their expected service life, requiring costly repair and maintenance. A potential solution is to stabilise the CPS by placing one or more rock-filled mesh bag (rock bag) on top of it. There are multiple rock bag manufacturers and distributors. The bags are made of polyester netting that is relatively flexible. The sizes considered for this study are 4 and 8 ton (4000 and 8000 kg), but smaller and larger sizes are available. Currently, little is known about the behaviour and stability of these rock bags in offshore environments. The goal of this study is to expand the knowledge through empirical model testing.

480 experiments were conducted in a flume in the hydraulic engineering laboratory of Delft University of Technology. Two set-ups were used, one with a flat rough bed, to test two or three rock bags side by side and grouped formations of bags. The other is a realistic halved model of a monopile, scour protection and CPS. Regular wave, irregular wave and combined wave-current conditions have been tested.

Analysis of before and after top images of the tests is used to establish a failure criterion. The test results are compared to the empirical stability limit defined by Jacobsen et al. (2023). In this way, a stability limit applicable for irregular wave fields is found. The effects of grouping and near monopile flow amplification are quantified. Internal friction is found to be a relevant parameter that should be considered in physical model studies.

This data serves to back up all conclusions reached in the experiments and allows for changing the stability calculations by providing all relevant inputs. All libraries, scripts and processed data are provided. As well as all processed top pictures.

Notebooks:

-       WaveCurrent_irr.ipynb

Analysis of irregular tests with combined wave current

-       Results_analysis_irregular.ipynb

Analysis of irregular wave tests

-       Results_analysis_regular.ipynb

Analysis of regular wave tests

-       Regular_v2.ipynb

Output: Dataframe with caracteristic values to describe each test used as input for analysis of regular wave tests

-       Toppictures_analysis.ipynb

Process of top pictures for analysis

Libraries:

-       Fenton

-       decomp_lib

Sheets:

-       Master table and data

-       glass_pros

-       grouped_pros

-       lightmaterial_pros

-       regular_waves_pros

History

  • 2024-08-28 first online, published, posted

Publisher

4TU.ResearchData

Format

python script: .py; jupyter notebook: .ipynb; spreadsheet: .xlsx; plot images: .png; photos: .jpg

Organizations

TU Delft, Faculty of Civil Engineering and Geosciences, Department of Hydraulic Engineering;
Van Oord

DATA

Files (2926)