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基于流體力學理論的全尾砂漿管道輸送流變性能

Rheological properties of full tailings slurry in pipeline transportation based on the hydromechanics theory

  • 摘要: 為研究充填料漿流變性能,利用流體力學原理,通過L型管道自流輸送實驗對其在管道中流動的力學特性進行了分析.結果表明:料漿濃度、流量和管徑對料漿管輸阻力和充填倍線大小的作用程度不同,其中料漿濃度影響尤為顯著.在能夠實現自流輸送的充填倍線合理條件下,采場充填時,當結合充填能力確定流量和管徑后,可通過充填站調節制漿濃度以使充填材料在管道輸送、采場中沉降、抗離析、脫排水、固結硬化和力學性能等方面表現良好.

     

    Abstract: To study the rheological properties of filling slurry, using the principle of hydrodynamics, a gravity flow test through a L-shaped pipe was carried out and the mechanical properties of slurry flow in the pipe was analyzed. The results indicated that the flow resistance and filling rate were depended on slurry concentration, flow rate and pipe diameter, among which slurry concentration was the predominant influencing factor. Under the condition of reasonable filling rates at which the gravity flow of slurry can be achieved, after determining the flow rate and pipe diameter based on filling ability, the slurry concentration can be adjusted in the filling station to obtain excellent results in transportation, sedimentation, anti-eduction, dehydration and drainage, concretion and mechanical properties.

     

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