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    Scour Beneath and Adjacent to Submarine Pipelines with Spoilers on a Cohesive Seabed: Case Study of Hangzhou Bay, China

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 001
    Author:
    Lijun Zhu; Kaiping Liu; Hongxia Fan; Shuang Cao; Huai Chen; Jianzhong Wang; Zhihuan Wang
    DOI: 10.1061/(ASCE)WW.1943-5460.0000484
    Publisher: American Society of Civil Engineers
    Abstract: This study focused on scour beneath and adjacent to submarine pipelines with spoilers on a cohesive seabed. Field data about the seabed bathymetry and seabed subbottom imagery along the pipeline length direction in the Hangzhou Bay, China were collected between 2005 and 2016 for analysis. Results showed that during the last 12 years, self-buried pipelines increased from 40 to 90%; while distributions of scour pits changed randomly with time. Statistical parameters (depth and length of free span) of the scour pits beneath the pipeline in this study were roughly consistent with the values published in previous studies. However, scour adjacent to pipelines was different from that beneath pipelines in that it was much larger, and the formation of it was related to the erosion of the silt loam of the seabed. Three factors (decreased sediment supply, seabed scouring, and installation of spoilers), which probably led to the scouring, were investigated. Sediment supply to the Hangzhou Bay was reduced remarkably during the last 30 years, and the decrease of sediment load in the Yangtze River was the primary cause. In the Hangzhou Bay, the seabed near deep channels was continuously eroded, and the extent of erosion near the pipelines was the largest. Spoilers on pipelines could increase the degree of local turbulence and stimulate the suspension and transportation of sediment. Under the measured spring tidal current condition, the dimensionless scour depth calculated by Goncharov’s equation was relatively large; for example, the 273.1-mm (10.75-in.) diameter pipeline as an example, it was in the range of 0.33–2.49. According to the easily erodible property of silt loam, a hypothesis about the random distribution of scour pits was presented.
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      Scour Beneath and Adjacent to Submarine Pipelines with Spoilers on a Cohesive Seabed: Case Study of Hangzhou Bay, China

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4254398
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    contributor authorLijun Zhu; Kaiping Liu; Hongxia Fan; Shuang Cao; Huai Chen; Jianzhong Wang; Zhihuan Wang
    date accessioned2019-03-10T11:51:42Z
    date available2019-03-10T11:51:42Z
    date issued2019
    identifier other%28ASCE%29WW.1943-5460.0000484.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254398
    description abstractThis study focused on scour beneath and adjacent to submarine pipelines with spoilers on a cohesive seabed. Field data about the seabed bathymetry and seabed subbottom imagery along the pipeline length direction in the Hangzhou Bay, China were collected between 2005 and 2016 for analysis. Results showed that during the last 12 years, self-buried pipelines increased from 40 to 90%; while distributions of scour pits changed randomly with time. Statistical parameters (depth and length of free span) of the scour pits beneath the pipeline in this study were roughly consistent with the values published in previous studies. However, scour adjacent to pipelines was different from that beneath pipelines in that it was much larger, and the formation of it was related to the erosion of the silt loam of the seabed. Three factors (decreased sediment supply, seabed scouring, and installation of spoilers), which probably led to the scouring, were investigated. Sediment supply to the Hangzhou Bay was reduced remarkably during the last 30 years, and the decrease of sediment load in the Yangtze River was the primary cause. In the Hangzhou Bay, the seabed near deep channels was continuously eroded, and the extent of erosion near the pipelines was the largest. Spoilers on pipelines could increase the degree of local turbulence and stimulate the suspension and transportation of sediment. Under the measured spring tidal current condition, the dimensionless scour depth calculated by Goncharov’s equation was relatively large; for example, the 273.1-mm (10.75-in.) diameter pipeline as an example, it was in the range of 0.33–2.49. According to the easily erodible property of silt loam, a hypothesis about the random distribution of scour pits was presented.
    publisherAmerican Society of Civil Engineers
    titleScour Beneath and Adjacent to Submarine Pipelines with Spoilers on a Cohesive Seabed: Case Study of Hangzhou Bay, China
    typeJournal Paper
    journal volume145
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000484
    page05018009
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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