金属矿山
金屬礦山
금속광산
Metal Mine
2015年
11期
22-26
,共5页
甘德清%高锋%陈超%卢宏建%张亚宾
甘德清%高鋒%陳超%盧宏建%張亞賓
감덕청%고봉%진초%로굉건%장아빈
高浓度全尾砂充填料浆%临界流速%充填管道%管径%浓度
高濃度全尾砂充填料漿%臨界流速%充填管道%管徑%濃度
고농도전미사충전료장%림계류속%충전관도%관경%농도
Full-tailings filling slurry of high concentration%Critical conveying velocity%Filling pipe%Pipe diameter%Con-centration
以某地下矿山超大规模充填开采发展趋势为背景,结合矿山环境保护的迫切需要,充分考虑粒级组成、料浆黏度、料浆与载体密度、物料密度、管径、管壁粗糙度、管道安装质量、物料加权平均沉降速率等复杂因素,以管道输送阻力损失最小为原则研究高浓度全尾砂充填料浆在不同直径管道内的临界流速,构建高浓度全尾砂充填料浆临界输送流速模型,分析管径和浓度对临界输送流速的影响规律。经验证,高浓度全尾砂充填料浆临界输送流速模型的计算结果可靠,模型计算得出的临界输送流速随管径、浓度等因素的变化表现出明显的规律性。研究结果表明:随着管径的增大,高浓度全尾砂充填料浆临界输送流速呈按幂函数增大的变化特征;随着浓度的增大,高浓度全尾砂充填料浆临界输送流速呈按三次多项式减小的变化特征。
以某地下礦山超大規模充填開採髮展趨勢為揹景,結閤礦山環境保護的迫切需要,充分攷慮粒級組成、料漿黏度、料漿與載體密度、物料密度、管徑、管壁粗糙度、管道安裝質量、物料加權平均沉降速率等複雜因素,以管道輸送阻力損失最小為原則研究高濃度全尾砂充填料漿在不同直徑管道內的臨界流速,構建高濃度全尾砂充填料漿臨界輸送流速模型,分析管徑和濃度對臨界輸送流速的影響規律。經驗證,高濃度全尾砂充填料漿臨界輸送流速模型的計算結果可靠,模型計算得齣的臨界輸送流速隨管徑、濃度等因素的變化錶現齣明顯的規律性。研究結果錶明:隨著管徑的增大,高濃度全尾砂充填料漿臨界輸送流速呈按冪函數增大的變化特徵;隨著濃度的增大,高濃度全尾砂充填料漿臨界輸送流速呈按三次多項式減小的變化特徵。
이모지하광산초대규모충전개채발전추세위배경,결합광산배경보호적박절수요,충분고필립급조성、료장점도、료장여재체밀도、물료밀도、관경、관벽조조도、관도안장질량、물료가권평균침강속솔등복잡인소,이관도수송조력손실최소위원칙연구고농도전미사충전료장재불동직경관도내적림계류속,구건고농도전미사충전료장림계수송류속모형,분석관경화농도대림계수송류속적영향규률。경험증,고농도전미사충전료장림계수송류속모형적계산결과가고,모형계산득출적림계수송류속수관경、농도등인소적변화표현출명현적규률성。연구결과표명:수착관경적증대,고농도전미사충전료장림계수송류속정안멱함수증대적변화특정;수착농도적증대,고농도전미사충전료장림계수송류속정안삼차다항식감소적변화특정。
Taking the developing trend of large-scale filled stopes in an underground mine as background,combining the urgent requirement of environmental protection in mines,taking many complex factors into full consideration,such as grain size composition,slurry viscosity,densities of slurry and carrier,material proportion,pipe diameter,roughness of pipe wall,installa-tion quality of pipes,weighted average setting rate and so on,the critical conveying velocity inner pipes of different diameters was researched,based on the smallest resistance loss. The model of critical conveying velocity of full-tailings filling slurry of high concentration was established,and the affection laws of pipe diameter and concentration on critical conveying velocity were analyzed. The verification indicated that the calculation results of the model were reliable. In conclusion,the critical transport velocity regularly varies with pipe diameter,concentration and other factors. The results showed that with the increase of the di-ameter,the critical transport velocity of high concentration of the whole tailings backfill slurry increased by power function;with the concentration increasing,the critical transport velocity of high concentration of slurry tailing filling variation was reduced by cubic polynomial function.