Numerical Simulation of Water Mitigation Effects on Shock Wave with SPH Method

The water mitigation effect on the propagation of shock wave was investigated numerically. The traditional smoothed particle hydrodynamics (SPH) method was modified based on Riemann solution. The comparison of numerical results with the analytical solution indicated that the modified SPH method has...

Full description

Saved in:
Bibliographic Details
Published inTransactions of Tianjin University Vol. 14; no. 5; pp. 387 - 390
Main Author 毛益明 方秦 张亚栋 高振儒
Format Journal Article
LanguageEnglish
Published Heidelberg Tianjin University 01.10.2008
Engineering Institute of Corps of Engineers,PLA University of Science and Technology,Nanjing 210007,China
Subjects
Online AccessGet full text
ISSN1006-4982
1995-8196
DOI10.1007/s12209-008-0066-y

Cover

More Information
Summary:The water mitigation effect on the propagation of shock wave was investigated numerically. The traditional smoothed particle hydrodynamics (SPH) method was modified based on Riemann solution. The comparison of numerical results with the analytical solution indicated that the modified SPH method has more advantages than the traditional SPH method. Using the modified SPH algorithm, a series of one-dimensional planar wave propagation problems were investigated, focusing on the influence of the air-gap between the high-pressure air and water and the thickness of water, The numerical results showed that water mitigation effect is significant. Up to 60% shock wave pressure reduction could be achieved with the existence of water, and the shape of shock wave was also changed greatly. It is seemly that the small air-gap between the high-pressure air and water has more influence on water mitigation effect.
Bibliography:shock wave
TU1
12-1248/T
water mitigation; Riemann solution; smoothed particle hydrodynamics (SPH) method;shock wave
Riemann solution
smoothed particle hydrodynamics (SPH) method
water mitigation
ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
ISSN:1006-4982
1995-8196
DOI:10.1007/s12209-008-0066-y