首页> 外文期刊>Steel Research International >Hydrodynamic Modeling and Mathematical Simulation of Flow Field and Temperature Profile for Molten Stainless Steel in an Asymmetrical T-Type Single-Strand Continuous Casting Tundish with Arch or Round Hole(s) at Dam Bottom
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Hydrodynamic Modeling and Mathematical Simulation of Flow Field and Temperature Profile for Molten Stainless Steel in an Asymmetrical T-Type Single-Strand Continuous Casting Tundish with Arch or Round Hole(s) at Dam Bottom

机译:大坝底部带拱形或圆孔的非对称T型单股连铸中间包中熔融不锈钢的流场和温度分布的流体力学建模和数学模拟

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摘要

In order to obtain the optimal structural parameters of the dug arch or round hole(s) at dam bottom in an 18-20 tons asymmetrical T-type single-strand continuous casting tundish, the flow field profiles and temperature profiles of molten stainless steel in the tundish with arch or round hole(s) at dam bottom have been investigated using hydrodynamic modeling coupled with mathematical simulation. The optimal structural parameters of arch hole(s) at dam bottom can be obtained from hydrodynamic modeling as that two arch holes with 30 mm as height and 50 mm as radius are symmetrically dug at dam bottom with the distance between arch hole center and dam center as 205 mm; or the optimal structural parameters of round hole(s) can be recommended as that one round hole with 70 mm as diameter is dug at left of the dam bottom with the distance between hole center and dam center as 205 mm. The results of mathematical simulation suggest that digging arch or round hole(s) at dam bottom with above-mentioned structural parameters cannot obviously induce negative effects on streamlines and velocity vector profiles of molten stainless steel in the tundish by short circuit flow via arch or round hole(s) at dam bottom. The calculated temperature drop of molten stainless steel between the submerged ladle shroud and submerged entry nozzle in the tundish with arch or round hole(s) at dam bottom is about 3.0 K, the maximum temperature drop of molten stainless steel in the tundish is about 6.0 K.
机译:为了获得18-20吨不对称T型单股连续浇铸中间包中坝底挖拱或圆孔的最佳结构参数,不锈钢中熔融不锈钢的流场分布和温度分布使用流体动力学模型和数学模拟研究了坝底带有拱形或圆孔的中间包。坝底拱孔的最佳结构参数可通过水动力模型获得,因为在坝底对称挖出两个高度为30 mm,半径为50 mm的拱孔,拱孔中心与坝中心之间的距离为为205毫米;或建议使用圆孔的最佳结构参数,因为在坝底部左侧挖出一个直径为70毫米的圆孔,孔中心与坝中心之间的距离为205毫米。数学模拟结果表明,在具有上述结构参数的大坝底部挖拱或圆孔不会明显地通过拱或圆的短路流而对中间包中的熔融不锈钢的流线和速度矢量分布产生负面影响。大坝底部的孔。计算得出的在水坝底部带有拱形或圆孔的中间包中的浸入式水包护罩和浸入式水口之间的熔融不锈钢温度降约为3.0 K,中间包中的熔融不锈钢的最大温度降约为6.0 K K.

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