Interface effects of unsaturated seepage in dump leaching
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摘要:
為探明礦堆非飽和浸出滲流規律,以界面作用為切入點,分析了浸出液的運動狀態.礦堆中吸力由界面作用產生的基質吸力和吸收擴散產生的滲透吸力組成.孔隙中介質分布的不均勻性和礦石形狀的隨機性是導致界面作用多樣性以及浸出液運動狀態復雜的原因.采用毛細上升實驗很好地證明了礦堆中吸力的存在,在驅動力的作用下,浸潤初期的液面上升速度較快,浸潤后期液面上升相對平緩.通過擬合得知液面毛細上升高度與浸潤時間符合冪函數關系.理論研究表明可以通過改變固相、液相和氣相的物理性質來實現對礦堆非飽和滲流中界面作用的調控.
Abstract:Starting with interface effects, the motion state of the leaching solution was analyzed to find out the seepage rule in unsaturated leaching. The total suction in ore heaps is composed of the matric suction from interface effects and the osmotic suction from absorption and diffusion of the ore and solution. The inhomogeneity of medium distribution in pores and the randomness of ore shape are causes for the diversity of interface effects, which make the motion state of the leaching solution complicated. Capillary rise experiment was conducted to prove the existence of suction in ore heaps. The result reveals that the capillary rise height increases faster at the beginning of infiltration under driving force than that at the later period of infiltration. Moreover, the fitting curve reveals that the capillary rise height increases by a power function with infiltration time. Theoretical studies show that the interface effects of unsaturated seepage in leaching can be regulated by changing the physical properties of solid phase, liquid phase and gas phase.
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Key words:
- leaching /
- seepage /
- interfaces /
- capillarity
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