首页|贝壳砂质非均匀海床管线局部冲刷研究

贝壳砂质非均匀海床管线局部冲刷研究

扫码查看
海底管线的稳定是海洋工程安全运行的首要保障,是目前我国海洋能源及海岛开发过程中亟待解决的关键难题。但是,海底地质环境复杂,贝壳砂质海床属于众多复杂地质环境的一种,贝壳砂海床冲刷对海底管线稳定运行造成重大影响。因此,深入认识贝壳砂非均匀海床下管线局部的冲刷机理,对海底管线工程安装和维护具有积极意义。将贝壳砂掺混细砂,基于二维水槽试验,研究了水流作用下海底管线平衡冲刷深度的变化规律。结果表明,贝壳砂掺混引起床面在冲刷过程中出现砂床"粗化"现象,此现象增强了床面的稳定性。与均匀海床相比,贝壳砂能够减小管线平衡冲刷深度,最大可减小至33%。
Local scour beneath pipeline with shell-sand mixture seabed
The stability of submarine pipelines is a significant guarantee for the safe operation of marine engineering,and is a key challenge that urgently needs to be addressed in the marine energy and island development.However,the geological environment of the seabed is usually complex,for instance,shell-sand seabed is commonly seen in the coastal area which has an important impact on the safety of submarine pipelines.Therefore,gaining an in-depth understanding of the local scour mechanism of pipelines beneath non-uniform shell-sand seabed is of vital significance for the installation and maintenance of submarine pipelines.Based on two-dimensional flume,equilibrium scour depth beneath submarine pipelines with shell-sand mixture seabed was studied.The results show that mixing of shell and sand will cause the bed surface to the so-called"coarsen"phenomenon,which enhances the stability of the bed surface.Compared to uniform sandy seabed,the shell-sand mixture seabed can reduce the equilibrium scour depth beneath pipeline to a maximum 33%.

non-uniform seabedpipelinescourshell-sand mixtureflow

隋倜倜、陈武杰、张芝永、Bayram Mutlu SUMER、张弛、郑金海、David Roger FUHRMAN

展开 >

河海大学海岸灾害及防护教育部重点实验室,江苏南京 210024

浙江省水利河口研究院(浙江省海洋规划设计研究院),浙江 杭州 310020

BM SUMER Consultancy & Research,Istanbul Turkey

水灾害防御全国重点实验室,江苏南京 210024

Technical University of Denmark,Lyngby Denmark

展开 >

非均匀海床 管线 冲刷 贝壳砂 水流

2024

泥沙研究
中国水利学会

泥沙研究

CSTPCD北大核心
影响因子:0.817
ISSN:0468-155X
年,卷(期):2024.49(6)