期刊文献+

咸淡水界面上含水介质的水敏感性研究 被引量:6

Study on water sensitivity of the porous media at saline-freshwater interface
下载PDF
导出
摘要 在野外水文地质调查的基础上,采集大沽河下游咸水入侵区砂样,通过室内渗流柱咸淡水驱替试验,分别研究了盐度突变和渐变条件下咸淡水界面上含水介质的水敏感性。研究结果表明,在盐度突变条件下含水多孔介质的渗透系数下降了50.0%,而在盐度渐变条件下渗透系数只下降了25.1%,溶液盐浓度递减速率越快则渗透性降低程度越大;随着渗透时间的延长,渗透系数可降低1~3个数量级,且渗透性的降低具有不可逆性。另外,本区渗透性发生变化主要是由伊利石、高岭石和绿泥石这些非膨胀性粘粒在渗流柱内迁移和沉积引起的。 Based on the geohydrological investigation in the fields, seawater and freshwater were made to flow through two columns filled with the samples from the downstream of the Dagu River. The water sensitivity at saline -freshwater interface was discussed by changing salinity sharply and gradually. The results showed that the permeability of the porous media was decreased by 50.0% when the seawater was flushed by freshwater. However, the decrease of permeability is comparatively slow and the permeability was decreased by 25.1% in the case of gradual salinity decrease. The faster rate of salinity decrease, the water sensitivity damage is more serious. A significant decrease of hydraulic conductivity with the order of 10.2 to 10.5 was observed with time and the decrease is irreversible. The migration and interception of the released clay particles such as illite, kaolinite and chlorite were changed due to salinity changes.
出处 《海洋环境科学》 CAS CSCD 北大核心 2007年第4期301-304,312,共5页 Marine Environmental Science
基金 国家自然科学基金项目(40572142)
关键词 咸淡水界面 粘粒 多孔介质 水敏感性 saline-freshwater interface clay particle porous media water sensitivity
  • 相关文献

参考文献8

  • 1OCHI J,VERNOUX J F.Permeability decrease in sandstone reservoirs by fluid injection hydrodynamic and chemical effects[J].Journal of Hydrology,1998,208(3-4):237-248. 被引量:1
  • 2SHAINBERG I,RHOADES J D,PRATHER R J.Effect of low electrolyte concentration on clay dispersion and hydraulic conductivity of a sodic soil[J].Soil Science Society of America Journal,1981,45:273-277. 被引量:1
  • 3SEN T K,KHILAR K C.Review on subsurface colloids and colloid-associated contaminant transport in saturated porous media[J].Advances in Colloids and Interface Science,2006,119(2-3):71-96. 被引量:1
  • 4GOLDENBERG L C,MAGARITZ M.Experimental investigation on irreversible changes of hydraulic conductivity on the seawater-freshwater interface in coastal aquifer[J].Water Resources Research,1983,19(1):77-85. 被引量:1
  • 5GOLDENBERG L C,MAGARITZ M,AMIEL A J,et al.Changes in hydraulic conductivity of laboratory sand-clay mixtures caused by a seawater-freshwater interface[J].Journal of Hydrology,1984,70(1-4):329-336. 被引量:1
  • 6GOLDENBERG L C.Decrease of hydraulic conductivity in sand at the interface between seawater and dilute clay suspendions[J].Journal of Hydrology,1985,78(1-2),183-199. 被引量:1
  • 7MOHAN K K,VAIDYA R.N,REED M G,et al.Water sensitivity of sandstones containing swelling and non-swelling clays[J].Colloid Surface A,1993,73:237-254. 被引量:1
  • 8KHILAR K C,FOGLER H S,AHLUWALIA J S.Sandstone water sensitivity:Existence of a critical rate of salinity decrease for particle capture[J].Chemical Engineering Science,1983,38(5):789-800. 被引量:1

同被引文献43

引证文献6

二级引证文献14

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部