Scipediacontent: Scipediacontent moved page Draft Content 127497709 to Garmakova et al 2018a

2021-02-03T14:59:51Z

Scipediacontent moved page Draft Content 127497709 to Garmakova et al 2018a

Scipediacontent: Created page with " == Abstract == The paper outlines issues related to ensuring the exploitation safety of underwater pipelines that are at risk of accidents. The performed research is based o..."

2021-02-03T14:59:48Z

Created page with " == Abstract == The paper outlines issues related to ensuring the exploitation safety of underwater pipelines that are at risk of accidents. The performed research is based o..."

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== Abstract ==

The paper outlines issues related to ensuring the exploitation safety of underwater pipelines that are at risk of accidents. The performed research is based on physical and mathematical modeling of local bottom erosion in the area of pipeline location. The experimental studies were performed on the basis of the Hydraulics Laboratory of the Department of Hydraulic Engineering Construction, Safety and Ecology of NSUACE (Sibstrin). In the course of physical experiments it was revealed that the intensity of the bottom soil reforming depends on the deepening of the pipeline. The ANSYS software has been used for numerical modeling. The process of erosion of the sandy bottom was modeled under the pipeline. Comparison of computational results at various mass flow rates was made.The paper outlines issues related to ensuring the exploitation safety of underwater pipelines that are at risk of accidents. The performed research is based on physical and mathematical modeling of local bottom erosion in the area of pipeline location. The experimental studies were performed on the basis of the Hydraulics Laboratory of the Department of Hydraulic Engineering Construction, Safety and Ecology of NSUACE (Sibstrin). In the course of physical experiments it was revealed that the intensity of the bottom soil reforming depends on the deepening of the pipeline. The ANSYS software has been used for numerical modeling. The process of erosion of the sandy bottom was modeled under the pipeline. Comparison of computational results at various mass flow rates was made.

== Original document ==

The different versions of the original document can be found in:

* [https://aip.scitation.org/doi/pdf/10.1063/1.5027349 https://aip.scitation.org/doi/pdf/10.1063/1.5027349]

* [http://aip.scitation.org/doi/pdf/10.1063/1.5027349 http://aip.scitation.org/doi/pdf/10.1063/1.5027349],
: [http://dx.doi.org/10.1063/1.5027349 http://dx.doi.org/10.1063/1.5027349]

* [http://ui.adsabs.harvard.edu/abs/2018AIPC.1939b0037G/abstract http://ui.adsabs.harvard.edu/abs/2018AIPC.1939b0037G/abstract],
: [https://aip.scitation.org/doi/abs/10.1063/1.5027349 https://aip.scitation.org/doi/abs/10.1063/1.5027349],
: [https://academic.microsoft.com/#/detail/2795094464 https://academic.microsoft.com/#/detail/2795094464]

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Garmakova et al 2018a - Revision history

Scipediacontent: Scipediacontent moved page Draft Content 127497709 to Garmakova et al 2018a

Scipediacontent: Created page with " == Abstract == The paper outlines issues related to ensuring the exploitation safety of underwater pipelines that are at risk of accidents. The performed research is based o..."