Multivariate statistical analysis of underground gas storage caverns on groundwater chemistry in Korea     

Jeonghoon Lee  Kyung‐Seok Ko  Jun‐Mo Kim  Ho‐Wan Chang 《水文研究》2008,22(17):3410-3417

An understanding of groundwater flow and chemistry is important to operate underground storage caverns. Groundwater flow is mainly affected by cavern operating conditions. Groundwater chemistry is modified by disinfection activities for removing possible biological clogging and by mixing with cement pore water. It is important to discern these two effects, because wells affected by the disinfection activities may have hydrological connections with water curtains used to inject the disinfectant. However, it is difficult to separate these two effects using graphical methods because of their similar chemical characteristics. Instead, multivariate statistical analysis, such as principal component analysis (PCA) and factor analysis (FA), can be used. Groundwater samples for chemical analysis were obtained from four surveys in 1999–2000. Based on the results from PCA and FA, it appears that there were temporal variations of seepage water into the propane area when the cavern operation fluctuated, but we could not observe such variation in the butane area. These changes may occur mainly at depth, where water flow is slow and water renewal in the cavern surrounding is limited. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

地层条件下储集岩物性参数特征及影响因素   总被引：3，自引：0，他引：3  

邓礼正 《矿物岩石》1995,15(4):44-50

本文论述了储集岩在地层条件下孔隙度、渗透率的特征以及与地表条件下孔隙度、渗透率的关系。据此，归纳、总结出地层条例下孔隙度、渗透率变化的影响因素。并指出、孔隙度、渗透率的降低幅度主要是在围限压力为２０ＭＰａ范围内；孔隙度降低的幅度远远小于渗透率的降低幅度；孔隙度、渗透率降低的幅度与岩石的粒度、孔隙类型、胶结物等因素有关。  相似文献   

钠长阳起片岩用于硅酸盐水泥生产的试验研究     

唐尚文 《陕西地质》1995,(2)

钠长阳起片岩用于硅酸盐水泥生产具有液相出现早、物料反应能力强、可降低烧成温度等优点，可全部或绝大部分取代粘土、助熔剂、矿化剂以及铁矿石等配料，从而收到节能降耗、稳定和提高水泥质量、保护生态环境、节约矿产资源等方面的效果。由于其组成矿物与水泥石成分相近，且具有径长比较小等特点，当用做非活性混合材时，可起到结晶中心和“加筋”等协同增强作用，掺入量可达15～30％；生产的钠长阳起片岩混合水泥具有早强性能。  相似文献   

Quartz Cement in Middle Jurassic Reservoir Sandstones in North Sea. A Review. Part Ⅰ: Occurrence and Character     

ZHANG Shao-nan 《沉积学报》1999,17(2):263-268

Quartz cementation is a very important diagenetic event and main porosity-occluding factor in the reservoir sandstones in middle Jurassic i n North Sea. Petrological studies indicate the quartz cementation is limited in shallower burial depth and increases significantly at depth around 3.5 - 4 km. T he amount of quartz cement increases with burial depth from an average of approx imately 4%-5 vol% at 2.5 km to 17%-20 vol% at 4 km. Highest abundances of quartz cement exceeds 28% which has been found in the Ness Formation. Variations in qu artz cementation between different sandstone facies is minimal for any one forma tion, with exception of the generally lower quantities present in the heterolith ic sandstone. Homogenisation temperatures of fluid inclusion in quartz overgrowt h from the North Sea reservoirs indicate that few quartz cement occur below the temperature 70 ℃～80 ℃, the onset of large volume quartz cement starts at the temperatures higher than 90 ℃ which suggests the quartz cementation is temperat ure - dependent during progressing diagenesis of sandstones.  相似文献   

抗腐蚀镁水泥的研究     

宋明礼  肖学英 《盐湖研究》1993,1(2):36-40

本文研究了外加剂对改善镁水泥在不同类型卤水中化学稳定性的作用,以及环境温度,菱镁粉中FeO_3杂质含量对镁水泥硬固体变形的影响,并试图通过在镁水泥中添加稳定剂来提高它的稳定性,降低变形率,以便使镁水泥能作为一种防腐材料在不同类型卤水介质中得到应用。  相似文献   

外加剂对改善镁水泥抗水性能的研究          下载免费PDF全文

宋明礼  孙庆国 《盐湖研究》1993,1(4):71-74

本文介绍了磷酸盐复合外加剂对镁水泥抗水性能的改善,并初步探讨外加剂对改善镁水泥抗水性能的机制。  相似文献   

废泥浆的固化及合理利用   总被引：3，自引：1，他引：3       下载免费PDF全文

费立  朱宗培 《探矿工程》1994,(4):40-42

采用固化法对废泥浆进行处理，以水泥做固化剂，加入其它处理剂，在室内进行了试验，选择出合适的配方，并在现场进行了初步试验。  相似文献   

微硅粉(纳米硅)水泥注浆技术在地质灾害防治中的应用          下载免费PDF全文

杜嘉鸿  陈兰云  王杰  王述红 《探矿工程》2005,32(1):35-38

介绍了微硅粉(纳米硅)浆材的基本性能，应用微硅粉浆材处理基础的不均匀沉降等地质灾害，解决了工程实际问题。  相似文献   

软土深层搅拌桩的水泥土抗腐蚀性室内试验   总被引：10，自引：0，他引：10  

黄汉盛  鄢泰宁  兰凯 《地质科技情报》2005,24(Z1):85-88

结合深港西部通道填海区深层搅拌桩在滨海地下水环境中施工的需要,对水泥土在自来水、地下水、海水及Na2SO4溶液环境下的抗腐蚀性进行了室内研究,研究表明以纯水泥为固化剂的水泥土在腐蚀性地下水环境中的抗腐蚀性能较差,增加矿渣、粉煤灰的含量,能增强水泥土抗腐蚀性;分析了固化剂中矿渣、粉煤灰掺入量对水泥土抗压强度及抗腐蚀性的影响规律,即固化剂掺入比不变的情况下,用矿渣、粉煤灰替代部分水泥能大幅度提高水泥土的抗压强度,同时改善其抗腐蚀性;得出了抗腐蚀性能良好的水泥土配方,即矿渣、粉煤灰的质量占固化剂的40%～60%,可供同类工程借鉴.  相似文献   

Effect of Cement Type on the Mechanical Behavior of a Gravely Sand   总被引：1，自引：0，他引：1  

S. M. Haeri  A. Hamidi  S. M. Hosseini  E. Asghari  D. G. Toll 《Geotechnical and Geological Engineering》2006,24(2):335-360

The behavior of a cemented gravely sand was studied using triaxial compression tests. Gypsum, Portland cement and lime were used as the cementing agents in sample preparation. The samples with different cement types were compared in equal cement contents. Three cement contents of 1.5%, 3.0% and 4.5% were selected for sample preparation. Drained and undrained triaxial compression tests were conducted in a range of confining pressures from 25 kPa to 500 kPa. Failure modes, shear strength, stress–strain behavior, volume and pore pressure changes were considered. The gypsum cement induced the highest brittleness in soil among three cement types while the Portland cement was found to be the most ductile cementing agent. In lower cement contents and lower confining pressures the soil cemented with Portland cement showed the highest shear strength. However, in the same range of cement content, the soil cemented with gypsum showed highest shear strength for highest tested confining stress. For higher cement contents the shear strength of soil cemented with Portland cement is higher than that for the two other cement types for the range of confining pressures tested in the present study. The samples cemented with lime had the least peak and ultimate shear strength and the highest pore pressure generation in undrained tests. Contrary to the soil cemented with lime, the brittleness of soil cemented with gypsum and Portland cement reduces in undrained condition. Finally it was found that the effect of cement type on the shear strength of cemented soils is more profound in drained condition compared to undrained state.  相似文献