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31.
Bentonites have been proposed as buffer material for barriers in geological disposal facilities for radioactive waste. This material is expected to fill up by swelling the void between the canisters containing the waste and the surrounding ground. However, the bentonite barriers may be submitted to changes of humidity, temperature variation, fluid interaction, mass transport, etc. This could modify the physico-chemical performance of the barrier, mainly on the interface with the steel container and with the geological barrier. The engineered barrier development necessitates thus the study of the physico-chemical stability of its mineral component as a function of time under the conditions of the repository in the long-term.The purpose of the present study was two-fold. Firstly, it was hoped to simulate the chemical transformations (geochemical and cation exchange reactions) coupled with diffusion of chemical-elements into the engineered barrier under repository conditions by applying a thermokinetic hydrochemical code (KIRMAT: Kinetic Reactions and Mass transport).Secondly, it was hoped to apply a simplified method to estimate the swelling capacity evolution by a volume balance in the fluid-saturated engineered barrier, considering that the decay of swelling capacity is directly proportional on the volume of transformed montmorillonite and, taking into account that it may be partially compensated by the volume of neo-formed swelling clays.The system modelled herein was considered to consist of 1-m thick zone of water-saturated engineered barrier. This non-equilibrated system was placed in contact with a geological fluid on one side, which was then allowed to diffuse into the barrier, while the other side was kept in contact with a source of metallic iron. Reducing initial conditions(PO2 0; Eh = − 200 mV) and a constant reaction temperature (100 °C) were considered.The results showed that the EB in contact with the geological fluid was highly transformed after 10,000 years, whereas the most significant chemical processes were illitization, cation exchange and saponization, extending up to 20 cm into the EB. Chemical transformations of minor importance in the EB were identified as well, such as a neo-formation of silicates (quartz, cristobalite), anhydrite, laumontite, magnetite and chlorite in the system.A simplified method based on volume balance showed that the swelling capacity of the bentonite barrier is slightly affected after 10,000 years of diffusion–reaction (D close to 1) because the volume of neo-formed swelling-clays is almost directly proportional to the volume of transformed Na/Ca-montmorillonite, except for a strong illitization and/or neo-formation of non-swelling clays. In the present study, this simple approach predicted that the decay of swelling capacity of the engineered barrier is drastically affected close to the geological barrier-engineered barrier interface. Out this zone the swelling capacity decay lies between 5% and 11%. 相似文献
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Soil gas radon, indoor radon and gamma dose rate in CZ: contribution to geostatistical methods for European atlas of natural radiations 总被引:1,自引:0,他引:1
A comparison of Czech indoor radon data, soil gas radon dataand gamma dose rate was performed on the data sets of 92 276indoor radon measurements in existing dwellings (National RadiationProtection Institute – NRPI), database of 9500 test sitesof soil gas radon measurements (Czech Geological Survey –CGS) georeferenced to levels of gamma dose rate map. Three methodswere used for the study of soil gas Rn–indoor Rn relationship:(1) based on the vectorised point soil gas and indoor data relatedto vectorised areas of gammadose rate, (2) vectorised soil gas–indoordata based on vectorised geological units and (3) soil gas andindoor data related to grid squares 10 x 10 km2. The first andsecond methods seem to express the closer correlation comparedwith the third one, however the correlation using the thirdmethod is influenced by the representativeness of data valuein the square of 100 km2 area. On the other hand, the thirdmethod can be used for the overview coverage of the continentalareas with lack of input information. 相似文献
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通过开展四川省巴河流域地质灾害的调查,共获得了崩塌地质灾害点11处,其中平推式崩塌为5处,占总崩塌数的45%。研究显示该类型的崩塌具有平推式滑坡相似的特征:坡体上部砂岩、底部夹层为泥岩;坡角近垂直;坡体后缘发育有平行坡面、出露于地表的裂隙,裂隙两侧封闭。强降雨时,雨水流入裂隙,产生的动水压和静水压,还有高水头产生的劈裂作用,致使裂隙的加速发育。上部的砂岩层沿着泥岩层向外推挤,从而产生临空面发生崩塌。灾害体会受水的影响,产生临空面—崩塌—再产生临空面—再崩塌。所以要根治该类型的崩塌隐患,治理措施应注重考虑防止地表水流进裂隙、遏制裂隙的发育。 相似文献
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样品以硫酸铵-氢氧化铵一次沉淀分离后,用EDTA络合滴定法测定溶液中的锌含量,并将沉淀以盐酸溶解后用原子吸收光谱法测定其中吸附的锌含量,二者之和为样品中锌的总含量,提出了一种EDTA滴定法和原子吸收光谱法相结合测定多金属矿中锌含量的新方法,从根本上克服了絮状胶体沉淀等对锌的吸附。实验表明,在氨性介质中,铁锰等元素的沉淀会对溶液中的锌产生吸附,使锌的测定结果偏低,铅、镉也会对锌的测定造成影响。而采用本方法测定铅锌矿标准物质和锌精矿标准物质中锌的含量,测定值与认定值一致,相对标准偏差(RSD)小于0.4%。 相似文献
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传统的化探扫面工作中,一般是利用手工逐个输入航点以实现批量导入航点,该方法不但效率低下而且容易出错。通过多次实践,利用MapGIS、记事本,"GPS帮帮"及MapSource等软件,生成MapSource数据交换格式GPX文件,实现了快速高效地向手持GPS中批量输入航点数据的目标。航点验证证明了方法的可行性。该方法不需要编程,实用性强,不但减少了人为误差,同时也提高了工作效率,给地质人员的野外工作带来极大的便利。 相似文献