Enjin Zhao , Zehui Liang , Zhao Lu , Peng Liang , Fengyuan Jiang , Hao Qin , Zhiyong Zhang , Shaopeng Yang
{"title":"Investigation on the interaction between the piggyback pipeline and the sediment seabed under wave and current","authors":"Enjin Zhao , Zehui Liang , Zhao Lu , Peng Liang , Fengyuan Jiang , Hao Qin , Zhiyong Zhang , Shaopeng Yang","doi":"10.1016/j.compgeo.2025.107582","DOIUrl":null,"url":null,"abstract":"<div><div>Piggyback pipelines, as an emerging form of submarine pipeline structure, offer higher operational efficiency and lower costs compared to traditional single pipelines, and have gradually become a widely adopted solution in offshore engineering. However, under extreme sea states and complex wave-current conditions, it is more vulnerable to damage. Therefore, in this study, a three-phase coupling model of air–water and water–sediment is developed based on a numerical flume. The variations in the flow field and vortex distribution around the piggyback pipeline are analyzed for different current velocities, solitary wave heights, pipeline diameters, relative suspended heights and gap ratios. Unlike single pipelines, the variation of the flow field and the vortex behind the pipeline becomes more complicated due to the existence of the small pipe. The results show that both environmental conditions and pipeline layout significantly influence the hydrodynamic characteristics and local scour of the piggyback pipeline. By selecting an appropriate pipeline diameter and adjusting the relative suspended height and gap ratio, the equilibrium scour depth and maximum hydrodynamic force acting on the piggyback pipeline can be effectively reduced, thereby enhancing the service life of the pipeline.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"188 ","pages":"Article 107582"},"PeriodicalIF":6.2000,"publicationDate":"2025-08-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X25005312","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0
Abstract
Piggyback pipelines, as an emerging form of submarine pipeline structure, offer higher operational efficiency and lower costs compared to traditional single pipelines, and have gradually become a widely adopted solution in offshore engineering. However, under extreme sea states and complex wave-current conditions, it is more vulnerable to damage. Therefore, in this study, a three-phase coupling model of air–water and water–sediment is developed based on a numerical flume. The variations in the flow field and vortex distribution around the piggyback pipeline are analyzed for different current velocities, solitary wave heights, pipeline diameters, relative suspended heights and gap ratios. Unlike single pipelines, the variation of the flow field and the vortex behind the pipeline becomes more complicated due to the existence of the small pipe. The results show that both environmental conditions and pipeline layout significantly influence the hydrodynamic characteristics and local scour of the piggyback pipeline. By selecting an appropriate pipeline diameter and adjusting the relative suspended height and gap ratio, the equilibrium scour depth and maximum hydrodynamic force acting on the piggyback pipeline can be effectively reduced, thereby enhancing the service life of the pipeline.
期刊介绍:
The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.