共查询到18条相似文献，搜索用时 703 毫秒
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通过对该区域各段地层岩性分析表明,区内表层以粉质粘土、粉土为主,夹少量粉砂,加少量粘性土,表层粉质黏土夹粉土,中高压缩性,渗透系数1.00×10~(-5)cm/s,为弱透水性,天然含水量25.00%~38%;锤击数为3.0~9.0,密实度较差,呈流塑~可塑状态,属于软土,易发生冲刷变形。下部以粉砂粉土为主,中低压缩性,渗透系数1.00×10~(-3)cm/s,为中等透水性,天然含水量20.00%~28%;锤击数为10~30,密实度相对较好,且埋藏在较厚的粘性土以下,不易发生渗透变形。 相似文献
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渗透系数(K)是水文地质、岩土工程领域的重要参数,而低渗透介质的结构较为复杂,在实际应用中,场地的尺度、介质的扰动程度等均会对K的确定产生影响.利用δ18O化学示踪法、室内试验及经验公式法估算饱和黏性土的垂向渗透系数,并对比分析不同预测方法的适用性.以苏北沿海平原第四纪厚层黏土为例,δ18O化学示踪法预测厚层黏性土的渗透系数低于10-11 m/s,室内法测得渗透系数为2.61×10-8~9×10-12 m/s,经验法预测值较大,是室内法的几倍到几十倍.δ18O化学示踪法是表征天然条件下长时间的实验结果,除了反映数十米厚层黏性土的等效渗透性能,还可预测黏土孔隙水的渗流时间;结合测定黏土样品液塑限等室内实验参数,室内实验和经验公式法可以提供系列剖面黏土的渗透系数,更清晰地说明厚层黏土剖面不同渗透系数预测方法的差异性. 相似文献
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渗透系数(K)是一个重要的水文地质参数。近年来,随着科学的发展,对地面沉降、越流补给等问题的研究逐步深入,人们越来越感到了解原状粘性土渗透系数的重要性。以往求解越流系数(B=K/M),一般采用抽水试验方法,但误差往往较大。近两年来,我系“渗透固结实验室”采用了张人权、曹文炳等讨论设计的渗透固结仪,通过试验,能够较好地测定原状粘性土的渗透系数。我们利用这种仪器已为河北地质九队、山西水文一队等测试了一些原状粘性土的渗透系数,一般亚矿土、亚粘土渗透系数在10~(-6)~10~(-7)(cm/sec)之间,粘土可达10~(-9)(cm/sec)。 相似文献
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目前对影响土壤饱和渗透系数规律的机理缺乏深刻认识.以不同沉积环境、不同岩性及不同土地利用方式的江汉平原汉江下游浅层土壤为对象,采用改进的TST-55型土壤渗透仪开展室内变水头达西实验.结果表明,研究区内土壤饱和渗透系数平均值为4.94×10-5cm/s,服从对数-正态分布;粉砂壤土冲积物和湖积物的饱和渗透系数平均值为3.53×10-5cm/s和1.98×10-5cm/s,粉砂质粘壤土中,两者分别为8.13×10-7cm/s和5.88×10-7cm/s,同一岩性冲积物的饱和渗透系数较湖积物大;冲积物中,砂壤土、粉砂壤土和粉砂质粘壤土饱和渗透系数平均值为1.98×10-5 cm/s、3.53×10-5 cm/s和8.13×10-7 cm/s,表现为砂壤土>粉砂壤土>粉砂质粘壤土;耕作土壤中,粉砂壤土、粉砂质粘壤土的饱和渗透系数平均值为3.75×10-5 cm/s和8.11×10-7cm/s,非耕作土壤中,两者分别为1.88×10-6cm/s、5.93×10-7cm/s,同一岩性耕作土壤饱和渗透系数较非耕作土壤大. 相似文献
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天然沉积中间土的力学特性研究 总被引：3，自引：2，他引：1
长江口北岸天然沉积土主要由粉粒和细砂粒组成,其渗透系数介于10-7～10-3 cm/s之间,既不属于完全排水的砂性土,也不属于完全不排水的粘性土,针对这样的天然沉积中间土的我国研究并不多见。通过大量的物理力学试验,探讨了天然沉积中间土的物理力学性状,结果表明天然沉积中间土具有类似于软粘土的物理性质,但原位静力触探试验显示其天然沉积中间土的原位强度却与天然含水量分布在塑限附近的硬粘土差不多。研究结果亦表明颗粒分布对天然沉积中间土的原位强度有较大的影响。同时采用灰理论中的关联度分析,对这类中间土物理状态指标与力学特征指标间相关性进行了分析,认为孔隙比用于亚砂土稠度划分,含水比用于亚粘土、粘土稠度划分更加合理 相似文献
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粘性土渗透系数的室内测定方法初探 总被引：3，自引：0，他引：3
本文介绍了室内固结渗透试验获取粘性土渗透系数的方法技术,从粘性土渗透系数实测数据出发,讨论了粘性土的渗透规律,总结了不同告性粘性土的渗透系数值. 相似文献
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本文对原状软土和重塑软土进行渗透特性试验,考察了饱和软土的渗透特性。原状样加载初期,渗透系数变化较小,当固结应力大于结构屈服应力时,渗透系数急剧下降,而结构屈服应力前后阶段的孔隙比与渗透系数对数坐标的直线关系没有发生变化,说明胶结对渗透性的影响较小。重塑土的渗透系数在加载过程中变化相对较小。试验结果表明,相同孔隙比时原状土渗透系数要明显大于重塑土。这是由于两者的组构不一样,即原状样的大颗粒和凝聚体间的大孔隙以及历史上形成的土颗粒的排列使其渗流通道要比重塑土通畅。用相同重塑方式制样得到的不同含水量土样,其渗透系数值相近;而用不同重塑方式制样得到的相近含水量土样,其渗透系数相差相对较大。确定饱和软粘土渗透性时要考虑孔隙比和组构的影响。 相似文献
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哈尔滨高等级公路路基沉降监测反分析 总被引：1，自引：0，他引：1
本文应用双曲线配合法对哈尔滨高等级公路路基实测沉降进行了分析，推算了地基的最终沉降量，并由此用太沙基方法反算出地基中粘土层的平均固结系数和渗透系数。把用本文方法推算的渗透系数应用于太沙基方法计算路基沉降，发现比选用实验室测得的渗透系数计算的结果更接近实际沉降。通过本次反分析研究得出：路基中粘性土的固结系数和渗透系数明显高于室内土工试验测得值。这给相似地基高等级公路的设计、施工提供了参考依据。 相似文献
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饱和粘性土的渗透固结特性及其微观机制的研究 总被引：13，自引：0，他引：13
太沙基—维固结理论的一条重要假设是孔隙水压力消散过程中,土体的压缩系数(a_v),渗透系数(K)均不变。对于饱水粘性土尤其对淤泥,这种假设并不成立。笔者设计了K_o固结仪对饱水粘性土进行了试验,得出了渗透固结过程中土体的孔隙比(e),a_v,K及受其控制的固结系数(C_v)的变化规律并结合其它试验资料对饱水粘性土渗透固结的微观机理进行了探讨,最后对有效应力原理提出了新的看法,以便今后建立更符合实际的一维固结模型。 相似文献
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《岩土力学》2021,(4)
为研究线性加载条件下不同应力历史的饱和黏土的渗透性,利用改装后的GDS三轴仪进行了一维固结渗透联合试验,对陕西洛川粉质黏土重塑样的渗透系数变化规律进行了研究。研究结果表明,正常固结与超固结饱和黏土的渗透系数均随固结应力的增大而呈非线性减小,且两者的孔隙比与渗透系数随固结应力的变化趋势一致。处于超固结状态土体的压缩性和渗透性要比处于正常固结状态小得多。在同一固结应力下,渗透系数和孔隙比均随渗透压差的增大而减小。最后,将实测值与文献[12]中修正后的达西渗透系数公式、修正后的柯森-卡门公式、斯托克斯孔隙流渗透系数公式以及固结度渗透公式计算得到的渗透系数进行了比较。结果表明,用修正后的柯森–卡门渗透系数公式计算得到的渗透系数与实测值吻合较好,因此,推荐使用修正后的柯森–卡门渗透系数公式来预测洛川饱和黏土渗透系数。 相似文献
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针对华北平原地域广阔,地貌和水文地质条件复杂、地下水开发利用程度高,地下水位埋深、包气带和含水层岩性差异性大等特点,基于大量钻孔和地下水位监测资料,厘定了包气带岩性和地下水位埋深变化对脆弱性评价影响,进而建立适宜华北平原的DRITC评价指标体系,并应用于华北平原地下水脆弱性评价。评价中,根据华北平原水文地质条件,划分4评价分区,剖分2 km×2 km单元34 253个,采用地下水位埋深、净补给量、包气带岩性、含水层累积厚度和渗透系数5个因子作为评价指标,求得地下水脆弱性综合指数及脆弱性分布图。结果表明,华北平原山前冲洪积扇和古黄河冲洪积平原的现代黄河影响带地下水脆弱性高或较高。野外采样7 472组地下水有机污染测试分析结果佐证,脆弱性高或较高区有机污染检出项数多,其他地区较少,由此验证评价结果的客观性。 相似文献
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Application of multiple-point geostatistics on modelling groundwater flow and transport in a cross-bedded aquifer (Belgium) 总被引：3，自引：1，他引：2
Sedimentological processes often result in complex three-dimensional subsurface heterogeneity of hydrogeological parameter values. Variogram-based stochastic approaches are often not able to describe heterogeneity in such complex geological environments. This work shows how multiple-point geostatistics can be applied in a realistic hydrogeological application to determine the impact of complex geological heterogeneity on groundwater flow and transport. The approach is applied to a real aquifer in Belgium that exhibits a complex sedimentary heterogeneity and anisotropy. A training image is constructed based on geological and hydrogeological field data. Multiple-point statistics are borrowed from this training image to simulate hydrofacies occurrence, while intrafacies permeability variability is simulated using conventional variogram-based geostatistical methods. The simulated hydraulic conductivity realizations are used as input to a groundwater flow and transport model to investigate the effect of small-scale sedimentary heterogeneity on contaminant plume migration. Results show that small-scale sedimentary heterogeneity has a significant effect on contaminant transport in the studied aquifer. The uncertainty on the spatial facies distribution and intrafacies hydraulic conductivity distribution results in a significant uncertainty on the calculated concentration distribution. Comparison with standard variogram-based techniques shows that multiple-point geostatistics allow better reproduction of irregularly shaped low-permeability clay drapes that influence solute transport. 相似文献
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This paper presents the establishment of an empirical HC model for estimating rock mass hydraulic conductivity of highly disturbed clastic sedimentary rocks in Taiwan using high-resolution borehole acoustic televiewer and double packer hydraulic tests. Four geological parameters including rock quality designation (RQD), depth index (DI), gouge content designation (GCD), and lithology permeability index (LPI) were adopted for establishing the empirical HC model. To verify rationality of the proposed HC model, 22 in-situ hydraulic tests were carried out to measure the hydraulic conductivity of the highly disturbed clastic sedimentary rocks in three boreholes at two different locations in Taiwan. Besides, the model verification using another borehole data with four additional in-situ hydraulic tests from similar clastic sedimentary rocks was also conducted to further verify the feasibility of the proposed empirical HC model. The field results indicated that the rock mass in the study area has a conductivity between the order of 10− 10 m/s and 10− 6 m/s at the depth between 34 m and 275 m below ground surface. Results demonstrate that the empirical HC model may provide a useful tool to predict hydraulic conductivity of the highly disturbed clastic sedimentary rocks in Taiwan based on measured HC-values. 相似文献
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Eleonora S. Carol Eduardo E. Kruse Jorge L. Pousa Alejandro R. Roig 《Hydrogeology Journal》2009,17(7):1727-1732
A well-known analytical solution of Jacob (1950) for groundwater flow due to tidal-wave propagation, together with field measurements along a complete tidal cycle and geological data, were used to evaluate the heterogeneities in the hydraulic properties of a phreatic aquifer located next to the River Ajo in the coastal plain environment of the southern sector of the Samborombon Bay wetland, Argentina. From the analysis of water-table fluctuations in a set of monitoring wells located along a riverbank-normal transect, it was possible to quantify the piecewise spatial variations of the hydraulic diffusivity of the phreatic aquifer. The results show the strong lateral variations of the sedimentary environment due to the influence of the different transport and deposition agents that characterize the coastal plain. The known thickness of the phreatic aquifer and the estimated range of the specific yield allowed the hydraulic conductivity to be identified as the most influential factor. [Jacob CE (1950) Flow of ground water. In: Rouse H (ed) Engineering Hydraulics. Wiley, New York] 相似文献
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Groundwater vulnerability map of the Chrzanów karst-fissured Triassic aquifer (Poland) 总被引：2，自引：0，他引：2
A map shows intrinsic vulnerability to pollution of the Chrzanów karst-fissured aquifer (273 km2) in the southern part of Poland. This aquifer is intensively drained by numerous intakes and Zn-Pb ore mines. A DRASTIC-type parametric system was applied for groundwater vulnerability evaluation. Vulnerability assessment is based on six factors (depth to groundwater table, lithology of the unsaturated zone, net recharge, hydraulic conductivity of the aquifer, groundwater flow velocity, aquifer thickness). For the final vulnerability map construction at the scale of 1:50,000, a combination of the aquifer simulation model (using MODFLOW) and a geographical information system was applied. Maps of the net recharge, hydraulic conductivity of the aquifer and groundwater flow velocity were derived by aquifer modelling. Based on the vulnerability index (21-182), six relative vulnerability classes were selected. Reliability of the map has been verified. 相似文献