LIU Jin��gang1,YAN Hui��cheng2,LIU Liu2,WANG Xin��hua3
1. Shougang Research Institute of Technology, Beijing 100041, China;2. Department of Metallurgical Technology, Central Iron and Steel Research Institute, Beijing 100081, China;3. Metallurgical and Ecological Engineering School, University of Science and Technology Beijing, Beijing 100083, China
Water Modeling of Optimizing Tundish Flow Field
LIU Jin��gang1,YAN Hui��cheng2,LIU Liu2,WANG Xin��hua3
1. Shougang Research Institute of Technology, Beijing 100041, China;2. Department of Metallurgical Technology, Central Iron and Steel Research Institute, Beijing 100081, China;3. Metallurgical and Ecological Engineering School, University of Science and Technology Beijing, Beijing 100083, China
ժҪ In the water modeling experiments, three cases were considered, i��e��, a bare tundish, a tundish equipped with a turbulence inhibitor, and a rectangular tundish equipped with weirs (dams) and a turbulence inhibitor. Comparing the RTD curves, inclusion separation, and the result of the streamline experiment, it can be found that the tundish equipped with weirs (dams) and a turbulence inhibitor has a great effect on the flow field and the inclusion separation when compared with the sole use or no use of the turbulent inhibitor or weirs (dams). In addition, the enlargement of the distance between the weir and dam will result in a better effect when the tundish equipped with weirs (dam) and a turbulence inhibitor was used.
Abstract��In the water modeling experiments, three cases were considered, i��e��, a bare tundish, a tundish equipped with a turbulence inhibitor, and a rectangular tundish equipped with weirs (dams) and a turbulence inhibitor. Comparing the RTD curves, inclusion separation, and the result of the streamline experiment, it can be found that the tundish equipped with weirs (dams) and a turbulence inhibitor has a great effect on the flow field and the inclusion separation when compared with the sole use or no use of the turbulent inhibitor or weirs (dams). In addition, the enlargement of the distance between the weir and dam will result in a better effect when the tundish equipped with weirs (dam) and a turbulence inhibitor was used.
LIU Jin��gang;YAN Hui��cheng;LIU Liu;WANG Xin��hua. Water Modeling of Optimizing Tundish Flow Field[J]. �й������ڿ���, 2007, 14(3): 13-0.
LIU Jin��gang;YAN Hui��cheng;LIU Liu;WANG Xin��hua. Water Modeling of Optimizing Tundish Flow Field. Chinese Journal of Iron and Steel, 2007, 14(3): 13-0.
2007, Vol. 14 
