Numerical simulation of dyke breach process using MPS method

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

This study describes a numerical simulation method for dyke breach process due to overflow based on Moving Particle Semi-implicit (MPS) method. The MPS method was developed for incompressible flow with free surface. In the MPS, fluids and geomaterials to be analyzed are represented by particles, and the governing equations describing the mechanical behavior are discretized by particle interaction models. Since MPS method does not need grids, it can be applied to large deformation behavior such as dyke breach process. The MPS method was extended by adding a simple erosion model for simulating breach process of dyke due to overflow. The simulation results for breach process of the dyke by the MPS method were compared with the corresponding observation data to verify the applicability of the MPS method presented in this study.

Original languageEnglish
Title of host publicationProceedings of the International Offshore and Polar Engineering Conference
PublisherInternational Society of Offshore and Polar Engineers
Pages693-696
Number of pages4
ISBN (Print)9781880653913
Publication statusPublished - 2014
Event24th International Ocean and Polar Engineering Conference, ISOPE 2014 Busan - Busan, Korea, Republic of
Duration: Jun 15 2014Jun 20 2014

Other

Other24th International Ocean and Polar Engineering Conference, ISOPE 2014 Busan
CountryKorea, Republic of
CityBusan
Period6/15/146/20/14

Fingerprint

Particle interactions
Incompressible flow
Computer simulation
Erosion
Fluids

Keywords

  • Contingent valuation method
  • Ecosystem
  • Environment
  • Infrastructure construction
  • Life cycle cost

ASJC Scopus subject areas

  • Energy Engineering and Power Technology
  • Mechanical Engineering
  • Ocean Engineering

Cite this

Shuku, T., Hirayama, S., Nishimura, S., & Shibata, T. (2014). Numerical simulation of dyke breach process using MPS method. In Proceedings of the International Offshore and Polar Engineering Conference (pp. 693-696). International Society of Offshore and Polar Engineers.

Numerical simulation of dyke breach process using MPS method. / Shuku, Takayuki; Hirayama, Shizuka; Nishimura, Shin-ichi; Shibata, Toshifumi.

Proceedings of the International Offshore and Polar Engineering Conference. International Society of Offshore and Polar Engineers, 2014. p. 693-696.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Shuku, T, Hirayama, S, Nishimura, S & Shibata, T 2014, Numerical simulation of dyke breach process using MPS method. in Proceedings of the International Offshore and Polar Engineering Conference. International Society of Offshore and Polar Engineers, pp. 693-696, 24th International Ocean and Polar Engineering Conference, ISOPE 2014 Busan, Busan, Korea, Republic of, 6/15/14.
Shuku T, Hirayama S, Nishimura S, Shibata T. Numerical simulation of dyke breach process using MPS method. In Proceedings of the International Offshore and Polar Engineering Conference. International Society of Offshore and Polar Engineers. 2014. p. 693-696
Shuku, Takayuki ; Hirayama, Shizuka ; Nishimura, Shin-ichi ; Shibata, Toshifumi. / Numerical simulation of dyke breach process using MPS method. Proceedings of the International Offshore and Polar Engineering Conference. International Society of Offshore and Polar Engineers, 2014. pp. 693-696
@inproceedings{884a8dd737f54dc8b6166bdd647a20af,
title = "Numerical simulation of dyke breach process using MPS method",
abstract = "This study describes a numerical simulation method for dyke breach process due to overflow based on Moving Particle Semi-implicit (MPS) method. The MPS method was developed for incompressible flow with free surface. In the MPS, fluids and geomaterials to be analyzed are represented by particles, and the governing equations describing the mechanical behavior are discretized by particle interaction models. Since MPS method does not need grids, it can be applied to large deformation behavior such as dyke breach process. The MPS method was extended by adding a simple erosion model for simulating breach process of dyke due to overflow. The simulation results for breach process of the dyke by the MPS method were compared with the corresponding observation data to verify the applicability of the MPS method presented in this study.",
keywords = "Contingent valuation method, Ecosystem, Environment, Infrastructure construction, Life cycle cost",
author = "Takayuki Shuku and Shizuka Hirayama and Shin-ichi Nishimura and Toshifumi Shibata",
year = "2014",
language = "English",
isbn = "9781880653913",
pages = "693--696",
booktitle = "Proceedings of the International Offshore and Polar Engineering Conference",
publisher = "International Society of Offshore and Polar Engineers",

}

TY - GEN

T1 - Numerical simulation of dyke breach process using MPS method

AU - Shuku, Takayuki

AU - Hirayama, Shizuka

AU - Nishimura, Shin-ichi

AU - Shibata, Toshifumi

PY - 2014

Y1 - 2014

N2 - This study describes a numerical simulation method for dyke breach process due to overflow based on Moving Particle Semi-implicit (MPS) method. The MPS method was developed for incompressible flow with free surface. In the MPS, fluids and geomaterials to be analyzed are represented by particles, and the governing equations describing the mechanical behavior are discretized by particle interaction models. Since MPS method does not need grids, it can be applied to large deformation behavior such as dyke breach process. The MPS method was extended by adding a simple erosion model for simulating breach process of dyke due to overflow. The simulation results for breach process of the dyke by the MPS method were compared with the corresponding observation data to verify the applicability of the MPS method presented in this study.

AB - This study describes a numerical simulation method for dyke breach process due to overflow based on Moving Particle Semi-implicit (MPS) method. The MPS method was developed for incompressible flow with free surface. In the MPS, fluids and geomaterials to be analyzed are represented by particles, and the governing equations describing the mechanical behavior are discretized by particle interaction models. Since MPS method does not need grids, it can be applied to large deformation behavior such as dyke breach process. The MPS method was extended by adding a simple erosion model for simulating breach process of dyke due to overflow. The simulation results for breach process of the dyke by the MPS method were compared with the corresponding observation data to verify the applicability of the MPS method presented in this study.

KW - Contingent valuation method

KW - Ecosystem

KW - Environment

KW - Infrastructure construction

KW - Life cycle cost

UR - http://www.scopus.com/inward/record.url?scp=84906897986&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84906897986&partnerID=8YFLogxK

M3 - Conference contribution

SN - 9781880653913

SP - 693

EP - 696

BT - Proceedings of the International Offshore and Polar Engineering Conference

PB - International Society of Offshore and Polar Engineers

ER -