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    溜井儲礦段礦巖散體運移軌跡及速度預測模型

    馬馳 路增祥 殷越 曹朋

    馬馳, 路增祥, 殷越, 曹朋. 溜井儲礦段礦巖散體運移軌跡及速度預測模型[J]. 工程科學學報, 2021, 43(5): 627-635. doi: 10.13374/j.issn2095-9389.2020.03.31.002
    引用本文: 馬馳, 路增祥, 殷越, 曹朋. 溜井儲礦段礦巖散體運移軌跡及速度預測模型[J]. 工程科學學報, 2021, 43(5): 627-635. doi: 10.13374/j.issn2095-9389.2020.03.31.002
    MA Chi, LU Zeng-xiang, YIN Yue, CAO Peng. Prediction model for the migration trajectory and velocity of ore-rock dispersions in an orepass storage section[J]. Chinese Journal of Engineering, 2021, 43(5): 627-635. doi: 10.13374/j.issn2095-9389.2020.03.31.002
    Citation: MA Chi, LU Zeng-xiang, YIN Yue, CAO Peng. Prediction model for the migration trajectory and velocity of ore-rock dispersions in an orepass storage section[J]. Chinese Journal of Engineering, 2021, 43(5): 627-635. doi: 10.13374/j.issn2095-9389.2020.03.31.002

    溜井儲礦段礦巖散體運移軌跡及速度預測模型

    doi: 10.13374/j.issn2095-9389.2020.03.31.002
    基金項目: 國家自然科學基金資助項目(51774176)
    詳細信息
      通訊作者:

      E-mail:zengxiang_lu@sohu.com

    • 中圖分類號: TD853

    Prediction model for the migration trajectory and velocity of ore-rock dispersions in an orepass storage section

    More Information
    • 摘要: 為準確預測溜井儲礦段內礦巖散體運移狀態,以放礦漏斗中心線與溜井中心線重合的溜井結構為研究對象,建立了溜井儲礦段礦巖運移軌跡和速度預測模型。首先,根據筒倉卸載過程中顆粒運動特點和理想流體流動單元流動特點的相似性,分析儲礦段內礦巖運移規律;其次,引用流動網絡概念和Beverloo經驗公式,建立了儲礦段礦巖運移網絡,分析了儲礦段礦巖運動截面與礦巖運移速度的關系;最后,在一定的假設條件下,根據流線和等位面分布特征,建立了礦巖位移、運移軌跡和速度方程。研究結果表明:(1)礦巖進入儲礦段后依次經過勻速區、變速區,分別進行勻速直線下向運動、變速曲線運動;(2)當放礦口傾角較小時存在平衡區,該區域下礦巖不發生位移,導致“空環效應”;(3)單位時間內放出礦巖質量和穿過同一等位面的礦巖質量相等。所建立的預測模型表明,勻速區內礦巖運移狀態與儲礦段和放礦口斷面直徑、礦巖粒徑等有關,變速區內礦巖運移狀態還與礦巖所處位置、放礦口傾角等有關。

       

    • 圖  1  筒倉卸載過程中顆粒運動跡線(1—筒倉邊界;2—放出口;3—顆粒運動跡線;4—卸料死區)

      Figure  1.  Particle movement trace during the silo unloading (1—the boundary of the silo; 2—ore draw hole; 3—particle movement trajectory; 4—discharge dead zone)

      圖  2  直流管中理想流體流動特征(1—直流管邊界; 2—放出口; 3—流動單元運動跡線)

      Figure  2.  Ideal fluid flow characteristics in a straight pipe (1—boundary of straight pipe; 2—ore draw hole; 3—movement trajectory of flow unit)

      圖  3  流動網絡(1—邊界;2—流線;3—等位線)

      Figure  3.  Flow network (1—boundary; 2—streamline; 3—equipotential line)

      圖  4  溜井儲礦段礦巖運移規律(1—溜井儲礦段邊界;2—流線; 3—礦巖勻速運動區;4—礦巖變速運動區;5—平衡區)。(a)無平衡區時;(b)有平衡區時

      Figure  4.  Ore-rock migration law in the ore-storage section of orepass (1—boundary of ore-storage section in orepass; 2—streamline; 3—uniform velocity area of ore-rock motion; 4—variable speed area of ore-rock motion; 5—equilibrium area): (a) nonequilibrium area; (b) equilibrium area

      圖  5  儲礦段礦巖運移網絡(1—邊界;2—滑動邊界;3—流線;4—等位面;5—分界等位面)

      Figure  5.  Ore-rock migration network in ore storage section (1—boundary; 2—sliding boundary; 3—streamline; 4—equipotential surface; 5—demarcation equipotential surface)

      圖  6  勻速區內礦巖運移過程分析

      Figure  6.  Analysis of ore-rock moving in the uniform velocity zone

      圖  7  變速區內礦巖運移過程分析(1—流線;2—等位面;3—滑動邊界)

      Figure  7.  Migration process analysis of ore-rock in variable speed zone (1—streamline; 2—equipotential surface; 3—sliding boundary)

      圖  8  儲礦區內礦巖運移過程分析(1—流線;2—等位面;3—滑動邊界)

      Figure  8.  Analysis on ore-rock moving in the storage section in ore pass (1—streamline; 2—equipotential surface; 3—sliding boundary)

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    • 收稿日期:  2020-03-31
    • 刊出日期:  2021-05-25

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