Experimental and Numerical Investigation of Local Scour Around Submarine Piggyback Pipeline Under Steady Current

被引:33
作者
Zhao, Enjin [1 ,2 ]
Shi, Bing [1 ]
Qu, Ke [3 ,4 ]
Dong, Wenbin [4 ]
Zhang, Jing [5 ]
机构
[1] Ocean Univ China, Coll Engn, Qingdao 266100, Peoples R China
[2] China Univ Geosci, Coll Marine Sci & Technol, Wuhan 430074, Peoples R China
[3] Changsha Univ Sci & Technol, Sch Hydraul Engn, Changsha 410114, Hunan, Peoples R China
[4] CUNY, City Coll, Dept Civil Engn, New York, NY 10031 USA
[5] Shandong Agr Univ, Coll Water Resources & Civil Engn, Tai An 271000, Shandong, Peoples R China
基金
中国国家自然科学基金;
关键词
piggyback pipeline; local scour; scour depth; current; volume of fluid; experiment; numerical simulation; VERTICAL CIRCULAR-CYLINDER; TSUNAMI-LIKE WAVE; FLOW; SPOILER; SEDIMENT; DEPTH; MODEL; SURFACE; IMPACT; FORCES;
D O I
10.1007/s11802-018-3290-7
中图分类号
P7 [海洋学];
学科分类号
0707 ;
摘要
As a new type of submarine pipeline, the piggyback pipeline has been gradually adopted in engineering practice to enhance the performance and safety of submarine pipelines. However, limited simulation work and few experimental studies have been published on the scour around the piggyback pipeline under steady current. This study numerically and experimentally investigates the local scour of the piggyback pipe under steady current. The influence of prominent factors such as pipe diameter, inflow Reynolds number, and gap between the main and small pipes, on the maximum scour depth have been examined and discussed in detail. Furthermore, one formula to predict the maximum scour depth under the piggyback pipeline has been derived based on the theoretical analysis of scour equilibrium. The feasibility of the proposed formula has been effectively calibrated by both experimental data and numerical results. The findings drawn from this study are instructive in the future design and application of the piggyback pipeline.
引用
收藏
页码:244 / 256
页数:13
相关论文
共 42 条
[11]   VOLUME OF FLUID (VOF) METHOD FOR THE DYNAMICS OF FREE BOUNDARIES [J].
HIRT, CW ;
NICHOLS, BD .
JOURNAL OF COMPUTATIONAL PHYSICS, 1981, 39 (01) :201-225
[12]   SOLUTION OF THE IMPLICITLY DISCRETIZED REACTING FLOW EQUATIONS BY OPERATOR-SPLITTING [J].
ISSA, RI ;
AHMADIBEFRUI, B ;
BESHAY, KR ;
GOSMAN, AD .
JOURNAL OF COMPUTATIONAL PHYSICS, 1991, 93 (02) :388-410
[13]  
Jasak H., 1996, IMP COLL LONDON
[14]  
Karman T V., 1934, Journal of the Aeronautical Sciences, V1, P1, DOI [DOI 10.2514/8.5, 10.2514/8.5]
[15]   THE ULTIMATE CONSERVATIVE DIFFERENCE SCHEME APPLIED TO UNSTEADY ONE-DIMENSIONAL ADVECTION [J].
LEONARD, BP .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1991, 88 (01) :17-74
[16]   Numerical study of scour around a pipeline bundle [J].
Liang, D. ;
Cheng, L. .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-MARITIME ENGINEERING, 2008, 161 (02) :89-95
[17]   Three-dimensional numerical model with free water surface and mesh deformation for local sediment scour [J].
Liu, Xiaofeng ;
Garcia, Marcelo H. .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2008, 134 (04) :203-217
[18]   Scour below pipelines and around vertical piles due to second-order random waves plus a current [J].
Myrhaug, Dag ;
Ong, Muk Chen ;
Foien, Henrik ;
Gjengedal, Cecilie ;
Leira, Bernt J. .
OCEAN ENGINEERING, 2009, 36 (08) :605-616
[19]   The flow around a pipeline with a spoiler [J].
Oner, A. A. .
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART C-JOURNAL OF MECHANICAL ENGINEERING SCIENCE, 2010, 224 (C1) :109-121
[20]   Scour depth under pipelines placed on weakly cohesive soils [J].
Postacchini, Matteo ;
Brocchini, Maurizio .
APPLIED OCEAN RESEARCH, 2015, 52 :73-79