Vented confined explosions in Stramberk experimental mine and AutoReaGas simulation

被引:41
|
作者
Janovsky, B
Selesovsky, P
Horkel, J
Vejsa, L
机构
[1] Univ Pardubice, Inst Energet Mat, Dept Theory & Atechnol Explos, Pardubice 53210, Czech Republic
[2] Res Min Inst Inc, Ostrava 71607, Czech Republic
关键词
AutoReaGas; vented gas explosion; gas explosion experiments;
D O I
10.1016/j.jlp.2005.06.038
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Research Mining Institute, Inc., Ostrava-Radvanice, in cooperation with Dept. of Theory And Technology of Explosives of University of Pardubice and Klokner Institute of CTU in Prague, has performed three series of experiments examining methane-air mixture explosions and their impact on 14 and 29 cm thick wall. The project was named 'Modeling Pressure Fields Effects on Engineering Structures During Accidental Explosions of Gases in Buildings' and was sponsored by Grant Agency of Czech Republic (project No. 103/01/0039). The project is aimed at deeper understanding of pressure field effect upon the structures. Methane-air mixture explosion was used to generate the blast wave. The geometrical configuration of the environment resembled a room of an average size, such as larger kitchen. Preliminary simulations were made by AutoReaGas code (Century Dynamics and TNO). The design phase was followed by tests in an experimental mine in Stramberk. Two masonry dams were build in the mine, with cross-section areas of 10.2 m(-2) and longitudinal distance of 5.7 m, creating an explosion chamber with a volume of 58 m(3). Two vent openings with an adjustable free cross-section were used to control the maximum overpressure inside the chamber. The concentration of methane-air mixture was approximately 9.5% (vol.) and the volumes of the clouds were 5.25, 10.2 and 15.3 m(3) respectively. The generated blast wave overpressures inside the chamber ranged between I and 150 kPa. According to experimental results a calibration of the code was performed. After the calibration it is possible to make relatively accurate simulations in similar geometry and to calculate the pressure loading of the structure at any spot in the simulated space. This paper describes the experiments performed and compares experimental and computational results. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:280 / 287
页数:8
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