金属矿山
金屬礦山
금속광산
METAL MINE
2015年
5期
20-23
,共4页
杜艳强%杨春和%张超%巫尚蔚%李小生%沈楼燕
杜豔彊%楊春和%張超%巫尚蔚%李小生%瀋樓燕
두염강%양춘화%장초%무상위%리소생%침루연
尾矿坝%辐射井%模型%浸润线%渗流%排水
尾礦壩%輻射井%模型%浸潤線%滲流%排水
미광패%복사정%모형%침윤선%삼류%배수
Tailings dam%Radiation well%Model%Saturation line%Seepage%Drainage
尾矿坝浸润线过高是金属矿山企业面临的一大安全隐患,在尾矿坝建立辐射井是降低坝体浸润线的有效手段,渗流浸润线的确定与排渗量的计算是尾矿坝辐射井设计和布设需要解决的关键问题。分析了现场实测浸润线数据,发现尾矿坝辐射井作用下的降水曲线有如下特征:辐射管长度范围内浸润线形状为下凹的指数函数曲线;辐射管长度范围外浸润线形状为上凸的对数函数曲线。推导了尾矿坝辐射井的降水曲线模型和排渗量模型,对比模型计算数据和现场实测数据并进行误差分析,计算结果显示:该模型中浸润线、排渗量的计算值与现场实测数据较为接近,可用于辐射井浸润线位置和排渗量的预测。
尾礦壩浸潤線過高是金屬礦山企業麵臨的一大安全隱患,在尾礦壩建立輻射井是降低壩體浸潤線的有效手段,滲流浸潤線的確定與排滲量的計算是尾礦壩輻射井設計和佈設需要解決的關鍵問題。分析瞭現場實測浸潤線數據,髮現尾礦壩輻射井作用下的降水麯線有如下特徵:輻射管長度範圍內浸潤線形狀為下凹的指數函數麯線;輻射管長度範圍外浸潤線形狀為上凸的對數函數麯線。推導瞭尾礦壩輻射井的降水麯線模型和排滲量模型,對比模型計算數據和現場實測數據併進行誤差分析,計算結果顯示:該模型中浸潤線、排滲量的計算值與現場實測數據較為接近,可用于輻射井浸潤線位置和排滲量的預測。
미광패침윤선과고시금속광산기업면림적일대안전은환,재미광패건립복사정시강저패체침윤선적유효수단,삼류침윤선적학정여배삼량적계산시미광패복사정설계화포설수요해결적관건문제。분석료현장실측침윤선수거,발현미광패복사정작용하적강수곡선유여하특정:복사관장도범위내침윤선형상위하요적지수함수곡선;복사관장도범위외침윤선형상위상철적대수함수곡선。추도료미광패복사정적강수곡선모형화배삼량모형,대비모형계산수거화현장실측수거병진행오차분석,계산결과현시:해모형중침윤선、배삼량적계산치여현장실측수거교위접근,가용우복사정침윤선위치화배삼량적예측。
The high saturation line is a potential safety hazard for metal mines. Establishing radiation well is an effective method for decreasing the saturation line in tailings dam. The determination of saturation line location and the calculation of drainage amount are key problems when building radiation well in tailings dam. After analyzing the field saturation line data, the characteristics of saturation line under the effect of radiation well were summarized as follows:Within the range of radiant tube,the curve of saturation line is an exponential function with an inside cave. Beyond the range of radiant tube,the curve of saturation line is a logarithmic function with an outside cave. The model of saturation line and the seepage model at radiation well were deduced. The comparison between the field test and theoretical data is made and the error is analyzed. It is shown that the calculated values of saturation line and drainage amount by the model agreed well with the measured. This model can be used to predict the position of saturation line and the water drainage amount.