Approach for evaluating instantaneous impact forces during submarine slide-pipeline interaction considering the inertial action

被引:50
作者
Fan, Ning [1 ,2 ]
Jiang, Jianxiong [1 ]
Dong, Youkou [3 ,4 ]
Guo, Lin [1 ]
Song, Laifu [1 ]
机构
[1] Wenzhou Univ, Coll Civil Engn & Architecture, Wenzhou 325035, Peoples R China
[2] China Univ Geosci, Hubei Key Lab Marine Geol Resources, Wuhan 430074, Peoples R China
[3] China Univ Geosci, Coll Marine Sci & Technol, 388 Lumo Rd, Wuhan 430074, Peoples R China
[4] Univ Western Australia, Perth, WA, Australia
基金
中国国家自然科学基金;
关键词
Submarine slides; Pipelines; Impact forces; Inertial action; Computational fluid dynamics; RUNNER BLOCK IMPACT; DEBRIS FLOW IMPACT; GLIDE BLOCK;
D O I
10.1016/j.oceaneng.2021.110466
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
With the rapid development of offshore oil and gas exploitation, submarine pipelines have become a common way to transport resources from the subsea wellhead to the production ship and the plant on shore. However, frequent submarine slide hazards pose a serious threat to the safe operation of the pipeline networks, in particular for the pipelines that have to pass through hazardous geological environments. Focusing on the instantaneous impact process of submarine slides on pipelines and the effects of the slide mass-related or pipeline-related parameters, this study includes a series of numerical simulations on the submarine slide-pipeline interaction at Reynolds numbers ranging from 0.36 to 287 via a computational fluid dynamics (CFD) method. The formation mechanism of the instantaneous impact forces is illuminated according to the characteristic analysis of the flow velocity and acceleration field around a pipeline during the slide-pipeline interaction. The conventional hybrid geotechnical-fluid dynamics framework describing the slide-pipeline forces is enhanced by considering the effect of inertial action, and force coefficients of different terms in the framework are quantified according to the CFD results data. Finally, an approach and detailed calculation table for evaluating the instantaneous impact forces are provided and verified by comparison with the previous experiments.
引用
收藏
页数:11
相关论文
共 36 条
[1]   Dense granular flow around an immersed cylinder [J].
Chehata, D ;
Zenit, R ;
Wassgren, CR .
PHYSICS OF FLUIDS, 2003, 15 (06) :1622-1631
[2]  
DNV,, 2021, DNVGLRPF109
[3]   Investigation of impact forces on pipeline by submarine landslide using material point method [J].
Dong, Youkou ;
Wang, Dong ;
Randolph, Mark F. .
OCEAN ENGINEERING, 2017, 146 :21-28
[4]   Pipeline-soil-water interaction modelling for submarine landslide impact on suspended offshore pipelines [J].
Dutta, S. ;
Hawlader, B. .
GEOTECHNIQUE, 2019, 69 (01) :29-41
[5]   Evaluation of horizontal submarine slide impact force on pipeline via a modified hybrid geotechnical - fluid dynamics framework [J].
Fan, Ning ;
Zhang, Wangcheng ;
Sahdi, Fauzan ;
Nian, Tingkai .
CANADIAN GEOTECHNICAL JOURNAL, 2022, 59 (06) :827-836
[6]   Effect of pipeline-seabed gaps on the vertical forces of a pipeline induced by submarine slide impact [J].
Fan, Ning ;
Sahdi, Fauzan ;
Zhang, Wangcheng ;
Nian, Tingkai ;
Randolph, Mark F. .
OCEAN ENGINEERING, 2021, 221
[7]   Interaction between submarine landslides and suspended pipelines with a streamlined contour [J].
Fan, Ning ;
Nian, Ting-kai ;
Jiao, Hou-bin ;
Jia, Yong-gang .
MARINE GEORESOURCES & GEOTECHNOLOGY, 2018, 36 (06) :652-662
[8]   The last phase of the Storegga Slide: simulation of retrogressive slide dynamics and comparison with slide-scar morphology [J].
Gauer, P ;
Kvalstad, TJ ;
Forsberg, CF ;
Bryn, P ;
Berg, K .
MARINE AND PETROLEUM GEOLOGY, 2005, 22 (1-2) :171-178
[9]   Effect of different span heights on the pipeline impact forces induced by deep-sea landslides [J].
Guo, Xing-sen ;
Zheng, De-feng ;
Nian, Ting-kai ;
Yin, Ping .
APPLIED OCEAN RESEARCH, 2019, 87 :38-46
[10]   A methodology for designing test models of the impact of submarine debris flows on pipelines based on Reynolds criterion [J].
Guo, Xing-sen ;
Nian, Ting-kai ;
Zheng, De-feng ;
Yin, Ping .
OCEAN ENGINEERING, 2018, 166 :226-231