中国岩溶2017，Vol.36Issue(6)：777-785,9.DOI:10.11932/karst2017y50
地下水位变化对透—阻型岩溶塌陷影响的分析
Analysis of seepage effect on the formation of sinkhole in unconfined aquifer-aquitard system caused by groundwater changes
摘要
Abstract
Cover-collapse sinkholes are an extremely complex process that often cause unpredictable geolog-ical disaster.They occur abruptly and can lead to catastrophic damages such as human death and inj ury, property damage,losses of soil and water and environmental problems,as well as may cause secondary dis-aster.Groundwater is one of the crucial triggering factors for sinkhole development and collapse.To have a better understanding of the mechanical effect of groundwater on sinkhole formation,the force exerted by the groundwater on the soil particles in saturated zone with porous medium was analysed.In this case,the entire hydraulic force acting on the soil particle by groundwater depends on the seepage force or the value of hy-draulic gradient which causes the velocity of groundwater movement.A 1D groundwater flow model was simply established,where the unconfined aquifer-aquitard system overlies the confined aquifer,in order to study the hydraulic gradient distribution in the confining unit.The differences between the effects of the phreatic level arising and piezometric level lowering were compared.Moreover,the effects of drawdown rate and drawdown of piezometric level in confined aquifer on the confining unit were mainly discussed.The re-sults show that groundwater movement with variation of the water table or piezometric level in karst area will erode and disintegrate the soil,resulting in the formation of soil cavity and upward propagation of the e-rosion.The unsteady seepage due to groundwater level fluctuations goes against the stability of the confining layer above the karst opening;the impact of seepage force resulting from piezometric level lowering is greater than that of the phreatic level arising;the size of the soil cavity formed is related to the degree of the decline of piezometric level which is also influenced by the decline rate;under the conditions with the same piezomet-ric level declines in the confined aquifer,the higher the drawdown rate is,the larger the maximum hydraulic gradient will be formed at the bottom.It was demonstrated that under the same drawdown condition,a criti-cal drawdown rate should be made to prevent the soil failure;meanwhile,when a huge drawdown rate is nee-ded,we should shorten the time of continuous drawdown.In other word,a critical drawdown should be pro-posed to protect the stability.Thus,controlling maximum operating head and maximum drawdown rate is critical in managing the groundwater exploitation in confined aquifer,in order to reduce or avoid the occur-rence of cover-collapse sinkhole.关键词
透—阻型/岩溶塌陷/渗透力/一维地下水流/潜水位上升/承压水位下降/降速Key words
unconfined aquifer-aquitard system/sinkhole/seepage force/1D groundwater movement/phre-atic level arising/piezometric level drawdown/drawdown rate分类
天文与地球科学引用本文复制引用
陶小虎,赵坚,Xiaoming Wang,Ming Ye,Roger Benito Pacheco Castro..地下水位变化对透—阻型岩溶塌陷影响的分析[J].中国岩溶,2017,36(6):777-785,9.基金项目
国家自然科学基金项目(51279045) （51279045）
江苏省普通高校研究生科研创新项目(CXZZ12_0246) （CXZZ12_0246）
