2021
DOI: 10.1007/s13344-021-0039-7
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Investigation on the Local Scour Beneath Piggyback Pipelines Under Clear-Water Conditions

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Cited by 5 publications
(2 citation statements)
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“…Figure 5 gives the experimental photographs of scour profiles at the moment t = 200 min for single and piggyback pipelines (G/D = 0, 0.1, 0.2, and 0.3). For the piggyback pipeline, the scour hole has an asymmetrical shape, and the similar scour profiles were also reported by Zhao and Cheng [22], Zhao et al [25], Yang et al [19], and Asrari et al [33] for the piggyback pipeline and Sumer et al [9], Larsen et al [34], and Xu et al [35] for the single pipeline. Figure 5 gives the experimental photographs of scour profiles at the moment t = 200 min for single and piggyback pipelines (G/D = 0, 0.1, 0.2, and 0.3).…”
Section: Scour Evolution and Scour Morphologysupporting
confidence: 80%
“…Figure 5 gives the experimental photographs of scour profiles at the moment t = 200 min for single and piggyback pipelines (G/D = 0, 0.1, 0.2, and 0.3). For the piggyback pipeline, the scour hole has an asymmetrical shape, and the similar scour profiles were also reported by Zhao and Cheng [22], Zhao et al [25], Yang et al [19], and Asrari et al [33] for the piggyback pipeline and Sumer et al [9], Larsen et al [34], and Xu et al [35] for the single pipeline. Figure 5 gives the experimental photographs of scour profiles at the moment t = 200 min for single and piggyback pipelines (G/D = 0, 0.1, 0.2, and 0.3).…”
Section: Scour Evolution and Scour Morphologysupporting
confidence: 80%
“…Yang et al [6] studied the influence of different piggyback configurations on local seabed scour patterns under the action of steady flow through laboratory tests and numerical simulation. Asrari Sahar et al [7] studied the effect of the pipeline diameter ratio and the gap ratio between pipelines on the scour below the piggyback pipeline under the action of steady flow through numerical simulation and experimental testing. Janocha Marek Jan et al [8] studied the vortex-induced vibrations of the piggyback pipeline near the horizontal wall in the upper transition zone.…”
Section: Introductionmentioning
confidence: 99%