北京科技大学学报
北京科技大學學報
북경과기대학학보
JOURNAL OF UNIVERSITY OF SCIENCE AND TECHNOLOGY BEIJING
2014年
1期
8-13
,共6页
黄刚%蔡嗣经%宋洪庆%闫振雄%陈利华
黃剛%蔡嗣經%宋洪慶%閆振雄%陳利華
황강%채사경%송홍경%염진웅%진리화
地下矿山%区域非均质%渗流%渗透率%压缩系数%孔隙度
地下礦山%區域非均質%滲流%滲透率%壓縮繫數%孔隙度
지하광산%구역비균질%삼류%삼투솔%압축계수%공극도
underground mines%regional heterogeneity%seepage%permeability%compressibility%porosity
以地下矿山采场为对象建立了充填料岩石渗流模型,根据实际情况确立初始条件和边界条件,推导出水在充填料和岩石中的渗流压力和流量公式,在此基础上分析了地下充填料岩石中的渗流规律及影响因素。通过分析得出:在充填料中,流量在初始阶段增长较快,达到一个峰值后逐渐下降;压力随时间逐渐降低,最后趋于稳定;渗透率越大,流量和压降越大;高度越高,流量越小而压降越大;孔隙度越小,压力越大,孔隙度对流量的影响在不同阶段各不相同。在岩石中,渗流压力与其渗透率无关,但受充填料渗流的影响较大,随时间降低,渗流流量则只与岩石的渗透率有关。
以地下礦山採場為對象建立瞭充填料巖石滲流模型,根據實際情況確立初始條件和邊界條件,推導齣水在充填料和巖石中的滲流壓力和流量公式,在此基礎上分析瞭地下充填料巖石中的滲流規律及影響因素。通過分析得齣:在充填料中,流量在初始階段增長較快,達到一箇峰值後逐漸下降;壓力隨時間逐漸降低,最後趨于穩定;滲透率越大,流量和壓降越大;高度越高,流量越小而壓降越大;孔隙度越小,壓力越大,孔隙度對流量的影響在不同階段各不相同。在巖石中,滲流壓力與其滲透率無關,但受充填料滲流的影響較大,隨時間降低,滲流流量則隻與巖石的滲透率有關。
이지하광산채장위대상건립료충전료암석삼류모형,근거실제정황학립초시조건화변계조건,추도출수재충전료화암석중적삼류압력화류량공식,재차기출상분석료지하충전료암석중적삼류규률급영향인소。통과분석득출:재충전료중,류량재초시계단증장교쾌,체도일개봉치후축점하강;압력수시간축점강저,최후추우은정;삼투솔월대,류량화압강월대;고도월고,류량월소이압강월대;공극도월소,압력월대,공극도대류량적영향재불동계단각불상동。재암석중,삼류압력여기삼투솔무관,단수충전료삼류적영향교대,수시간강저,삼류류량칙지여암석적삼투솔유관。
Taking underground mine stope as the object of study, a fill-rock seepage model was established and the seepage pres-sure and flow formula of water in backfill-rock were deduced according to the practical situation which confirmed the initial and bounda-ry conditions. Based on that, the seepage laws and influencing factors were analyzed. The results show that in backfill, the flow increa-ses rapidly in the initial stage, then reaches a peak and gradually declines; the seepage pressure decreases gradually and tends to be stable;the larger the permeability, the larger the flow and pressure drop;the higher the height, the smaller the flow and the larger the pressure drop;the smaller the porosity, the higher the pressure. Porosity has different effects on the flow in different stages. In the rock, seepage pressure has no relationship with the permeability but greatly affected by the seepage of back-fill and declines with time. The flow only relates to the rock mass permeability.