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1.
Aquifer hydraulic conductivity estimation from surface geoelectrical measurements for Krauthausen test site, Germany 总被引：2，自引：0，他引：2
The physical explanation is presented for two types of theoretical equations which encompass a direct and an inverse relationship between the hydraulic conductivity and electrical resistivity of an aquifer. Using the theory of direct current (DC) resistivity prospecting, it is shown that a direct relation exists if the bulk of the current flow is in the vertical direction, whereas the inverse relation exists if the current is in the horizontal direction. Consequently, the relation in question is direct in the case of a relatively conducting basement and inverse in the case of a comparatively resistive basement. Then, the aquifer hydraulic conductivity for the hydrogeologically well-studied area of Krauthausen in Germany is estimated by two different techniques using surface geoelectrical data. The estimated values are compared with those conventionally determined by a pump test experiment and it can be concluded that the estimation is better whenever geoelectrical data are used. 相似文献
2.
利用ERT数据推求非均质多孔介质渗透系数初探 总被引：2，自引：0，他引：2
高密度电阻率成像法（ERT）能通过改变间距来对不同尺度上的地质体特征进行描述，近年来广泛地应用于地质、工程等领域。本文从电流场和渗流场的相似性出发来研究电阻率和渗透系数之间的关系，简要介绍了利用ERT技术所得的电阻率数据推求渗透系数的基本原理，并利用张家港大新和塘桥两处的ERT测量数据推求出渗透系数。与两地抽水试验结果和岩性取样分析的结果分别进行对比，结果较为吻合。 相似文献
3.
Bárbara Angulo Tomás Morales Jesús A. Uriarte Iñaki Antigüedad 《Engineering Geology》2011,117(1-2):90-96
Water injection tests and electrical logging are particularly useful techniques in the characterization of geological media in engineering works. In this paper these techniques in conjunction with cracks measurements obtained from drilling cores, were used in the characterization of a singular location in a karst massif. The aim of our work is to determine the hydraulic characteristics of the investigated site, as well as to establish the relationship between the data obtained by the different techniques used. Thus, electrical resistivity records and fracture data were obtained from two boreholes of 100 and 120 m depth. Hydraulic conductivity was calculated from 25 low-pressure water injection tests (LPT) carried out at different depths in both boreholes. The relationship between hydraulic conductivity and fracture frequency was not very statististically significant (R2: 0.062–0.672; σest: 0.61–1.575). Conversely, electrical resistivity and hydraulic conductivity had a great relationship (R2: 0.725–0.935; σest: 0.159–0.738), so the electrical resistivity may be related to the functionality of the fractures. Finally, the LPT is shown as a very practical tool for determining the degree of the hydraulically interconnection with the surroundings, for establishing the hydraulic conductivity profile and for obtaining a measure of soil erosionability according to the significance of the fracture washing out processes recorded. 相似文献
4.
膨胀土是一种高塑性、强亲水的黏性土。由于黏土矿物含量较高,膨胀土颗粒的交换阳离子含量也较高,总比表面积较大,在电导率测试指标上反映是膨胀土的导电性随膨胀性的增大而增强。选取强、中、弱3种不同膨胀等级的代表性试样,采用无电极电阻率测定仪和便携式电导率探头,测试了膨胀土泥浆和孔隙水溶液电导率测试,采用原子吸收光谱仪检测了膨胀土孔隙水溶液中的离子种类、含量等。研究表明,膨胀土孔隙水溶液的导电性与膨胀土泥浆的导电性均随膨胀性增大而增大,膨胀土的电导率和自由膨胀率具有良好的线性关系,工程中可以利用这一原理进行膨胀土的快速判别。 相似文献
5.
Hydraulic permeability is one of the most important parameters for the evaluation of sediments relevant to environmental and hydrogeological problems. Up to now, permeability could be determined only by time-consuming and expensive methods like pumping tests or sampling and laboratory investigations. The results are confined to few locations, and they depend on the scale of the investigation method. Measurements on rock samples in a laboratory can differ significantly from well test results. Geophysical measurements are performed on different scales from high resolution measurements in boreholes up to large-scale soundings. Variations in permeability are mainly caused by varying grain size and by changes in porosity. A decrease of average grain diameter results in an increasing internal surface area. Petrophysical investigations have shown a reliable correlation between the imaginary part of electrical conductivity and the porespace-related internal surface. The formation resistivity factor, which is related to porosity, can be determined by geoelectrical measurements if the electrical conductivity of the pore fluid is known. The internal surface area and the formation factor are the only two parameters used by a Kozeny-Carman-like equation to evaluate the permeability or hydraulic conductivity for the investigated representative volume. Complex electrical conductivity is determined by measurements of induced polarization in the frequency domain. Frequencies below 10 Hz are used to avoid electromagnetic coupling. The permeability values determined by electrical measurements in boreholes can well be compared with those derived from the grain size distribution of samples. The same algorithm can be applied to evaluate the hydraulic conductivity of subsurface layers by complex resistivity soundings. The high sensitivity of the imaginary conductivity component to changes at the internal surface may be used as an indicator for contaminations. 相似文献
6.
Three approaches for estimating the hydraulic conductivity (K) of the Trifa aquifer, Morocco were investigated: (1) kriging of the K values obtained from pumping tests, (2) cokriging of the pumping test data with electrical resistivity data as a secondary variable, and (3) cokriging of the pumping test data with the slope of the water table. Gauss-transformed values of the variables are used because they provide more robust variograms and transformed values of the primary and secondary variables show correlations higher than the raw values, which is beneficial in cokriging. In cokriging with electrical resistivity, two zones are considered since the geological deposits are different from the north to the south of the aquifer, which is reflected in different correlations between the variables. Comparison of the three approaches is based mainly on the estimation errors, and to a lesser degree on the cross-validations of the corresponding variogram models and general considerations, like the measurements’ reliability and aquifer make-up. The best-estimated K is given by cokriging with the slope of the water table and is therefore preferred for further use in groundwater flow modeling. Thus, electrical resistivity or the slope of the water table can both be used as secondary variables to estimate K, especially in heterogeneous aquifers with lateral variations in lithology, as is the case of the Trifa aquifer. 相似文献
7.
A combination of electrical imaging carried out across a tidal creek and borehole electrical tomography between strings of
electrodes installed in bores adjacent to the creek is used to establish the shape of the hyporheic zone beneath a tidal creek
in a sand aquifer. The interpretations provided by the data inversions are checked against fluid electrical conductivity (EC)
samples collected from bundled piezometers installed in the creek banks and from bulk EC measurements made using induction
logs in bores on the creek banks. Extensive seepage into the base of the creek is identified from the electrical image and
verified by independent measurements of hydraulic head and fluid EC. The Effective Medium Theory is used to derive values
of fluid EC from bulk resistivity measurements obtained from the inversion process. The data show an extensive zone of mixing
between seawater and rainwater recharge into the aquifer, with the shape of the hyporheic zone strongly influenced by regional
groundwater discharge and the presence of a thin layer of cemented sands at a depth of 10 m. The combined interpretation demonstrates
the importance of borehole control in the interpretation of electrical images measured from the surface over complex EC distributions.
Electronic Publication 相似文献
8.
Maria Clementina Caputo Lorenzo De Carlo Costantino Masciopinto John Robert Nimmo 《Environmental Earth Sciences》2010,60(3):583-590
Up to now, field studies set up to measure field-saturated hydraulic conductivity to evaluate contamination risks, have employed
small cylinders that may not be representative of the scale of measurements in heterogeneous media. In this study, a large
adjustable ring infiltrometer was designed to be installed on-site directly on rock to measure its field-saturated hydraulic
conductivity. The proposed device is inexpensive and simple to implement, yet also very versatile, due to its large adjustable
diameter that can be fixed on-site. It thus allows an improved representation of the natural system’s heterogeneity, while
also taking into consideration irregularities in the soil/rock surface. The new apparatus was tested on an outcrop of karstic
fractured limestone overlying the deep Murge aquifer in the South of Italy, which has recently been affected by untreated
sludge disposal, derived from municipal and industrial wastewater treatment plants. The quasi-steady vertical flow into the
unsaturated fractures was investigated by measuring water levels during infiltrometer tests. Simultaneously, subsurface electrical
resistivity measurements were used to visualize the infiltration of water in the subsoil, due to unsaturated water flow in
the fractures. The proposed experimental apparatus works well on rock outcrops, and allows the repetition of infiltration
tests at many locations in order to reduce model uncertainties in heterogeneous media. 相似文献
9.
Centrifuge tests were carried out to determine the effect of different alcohols and one glycol on a thin consolidated disc
of clay. The evolution of changes in the clay hydraulic conductivity with time was investigated and other structural changes
due to chemical attack were monitored. The findings presented here demonstrate that the hydraulic conductivity of the clay
appear to be generally related to the polarity of the chemicals and the dielectric constant, with the exception of butanol.
In the case of butanol at low flow rate and low stress level, the action of the chemical caused the clay to crack, with a
consequent large increase in flow. This effect on the clay hydraulic conductivity could be used for improving pollution remediation
especially when alcohols are associated with gasoline. 相似文献
10.
R. Jeffrey Dunn 《Engineering Geology》1985,21(3-4):215-223
Advective fluid flow, which depends directly on hydraulic conductivity, controls contaminant migration through soils in many cases. The state of practice in laboratory measurements of hydraulic conductivity of soils was reviewed and found to be extremely variable, with the result that measurements on a given soil material often give variations of several orders of magnitude. An experimental program was completed using compacted clay soils to study several facets of laboratory testing practice, and a suitable test procedure for consistent results was developed. Recommendations on several important aspects of procedure are presented. 相似文献
11.
《Journal of African Earth Sciences》2011,61(5):337-345
Two geophysical techniques were integrated to map the groundwater aquifers on complex geological settings, in the crystalline basement terrain in northeast Nuba Mountains. The water flow is structurally controlled by the northwest–southeast extensional faults as one of several in-situ deformational patterns that are attributed to the collision of the Pan-African oceanic assemblage of the Nubian shield against the pre-Pan African continental crust to the west. The structural lineaments and drainage systems have been enhanced by the remote sensing technique. The geophysical techniques used are: vertical electrical soundings (VES) and electrical resistivity tomography (ERT), in addition to hydraulic conductivity measurements. These measurements were designed to overlap in order to improve the producibility of the geophysical data and to provide a better interpretation of the hydrogeological setting of the aquifer complex structure. Smooth and Block inversion schemes were attempted for the observed ERT data to study their reliability in mapping the different geometries in the complex subsurface. The VES data was conducted where ERT survey was not accessible, and inverted smoothly and merged with the ERT in the 3D resistivity grid. The hydraulic conductivity was measured for 42 water samples collected from the distributed dug wells in the study area; where extremely high saline zones were recorded and have been compared to the resistivity values in the 3D model. 相似文献
12.
含圈闭气体的地下水流称为准饱和流,准饱和流中的圈闭气体对含水层渗透系数有重大影响。通过柱试验开展了粉砂、细砂、中砂和粗砂4种介质圈闭气体饱和度与准饱和渗透系数关系的研究。结果表明:圈闭气体饱和度明显受介质的粒径影响,在细粒介质中圈闭气体饱和度明显较大;4种介质圈闭气体饱和度在0~15%范围内,准饱和渗透系数与完全饱和相比减少了32.82%~56.38%,且准饱和渗透系数与圈闭气体饱和度之间可表达为一个负线性相关的经验公式;该公式与Faybishenko公式等效,但形式简单,参数较少,使用方便;准饱和渗透系数的变化规律可概化为圈闭气体占据了原有的有效孔隙,造成原有效孔隙度减少,从而使渗透系数减小。利用该理论,Kozeny-Carman方程能较准确地描述准饱和渗透系数的变化规律,而基于哈根-泊肃叶方程的渗透系数公式则存在较大误差,不适用于描述准饱和渗透系数;试验结果证明了室内测定饱和渗透系数时排除圈闭气体的必要性。 相似文献
13.
KELD RØMER RASMUSSEN WERNER BAI 《Boreas: An International Journal of Quaternary Research》1987,16(4):393-404
During a search for unpolluted resources, new wells have been drilled to a deep confined aquifer in central Jutland. Since little is known about the extent and vulnerability of the deep reservoir, geophysical logging was used to supplement hydraulic well-testing. Gamma-ray, SP and resistivity logs were recorded in the boreholes. Gamma-logs were also recorded in two cased wells. Analysis of the logs, combined with information from samples, shows an unconfined aquifer of quartz and mica sand to a depth of about 55 m at Grindsted. Below this level there is a 40 m thick aquitard with an apparent southerly dip. The aquitard is composed of interbedded sand, silt and clay. The deep confined aquifer extends from 95 to 110 m below the surface at Grindsted. Both the aquitard and the deep aquifer are provisionally dated as Early/Middle Miocene. The electrical logs discriminate well between sand, silt and clay beds. If a suitable mud is used in the well it is possible to calculate the formation water resistivities in good agreement with water samples obtained after completion. From the resistivity logs formation factors were calculated in the range 3–5 using no-invasion departure curves. The high content of heavy mineralsin the Tertiary deposits makes it impossible to obtain precise lithological information from the gamma-ray log. On the other hand this log provides clear markers for identifying the hydrogeological units in the well-bores. 相似文献
14.
This paper details technical aspects associated with electrical conductivity measurements within saturated clays and presents experimental work to show the direct application of electrical techniques to track ionic movement through clay under chemically induced flow. The study confined itself to kaolin using both naturally sedimented samples and consolidated samples. Regarding the latter, a Rowe cell was adapted to allow electrical measurements to be taken both normal and parallel to the direction of loading. Bulk conductivity measurements and measurements on the conductivity of the interstitial pore fluid were used to quantify the pore tortuosity and effective diffusion coefficient of saturated clay. In addition, predicted concentration time curves agreed well with those estimated from conductivity measurements. 相似文献
15.
Samuel Boateng 《Hydrogeology Journal》2001,9(6):543-554
A variably saturated flow model is coupled to a first-order reliability algorithm to simulate unsaturated flow in two soils.
The unsaturated soil properties are considered as uncertain variables with means, standard deviations, and marginal probability
distributions. Thus, each simulation constitutes an unsaturated probability flow event. Sensitivities of the uncertain variables
are estimated for each event. The unsaturated hydraulic properties of a fine-textured soil and a coarse-textured soil are
used. The properties are based on the van Genuchten model. The flow domain has a recharge surface, a seepage boundary along
the bottom, and a no-flow boundary along the sides. The uncertain variables are saturated water content, residual water content,
van Genuchten model parameters alpha (α) and n, and saturated hydraulic conductivity. The objective is to evaluate the significance of each uncertain variable to
the probabilistic flow. Under wet conditions, saturated water content and residual water content are the most significant
uncertain variables in the sand. For dry conditions in the sand, however, the van Genuchten model parameters α and n are the most significant. Model parameter n and saturated hydraulic conductivity are the most significant for the wet
clay loam. Saturated water content is most significant for the dry clay loam.
Electronic Publication 相似文献
16.
Integrating geophysical and hydrochemical borehole-log measurements to characterize the Chalk aquifer, Berkshire, United Kingdom 总被引：1，自引：0，他引：1
Geophysical and hydrochemical borehole-logging techniques were integrated to characterize hydraulic and hydrogeochemical properties
of the Chalk aquifer at boreholes in Berkshire, UK. The down-hole measurements were made to locate fissures in the chalk,
their spatial extent between boreholes, and to determine the groundwater chemical quality of the water-bearing layers. The
geophysical borehole logging methods used were caliper, focused resistivity, induction resistivity, gamma ray, fluid temperature,
fluid electrical conductivity, impeller and heat-pulse flowmeter, together with borehole wall optical-imaging. A multiparameter
data transmitter was used to measure groundwater temperature, electrical conductivity, dissolved oxygen, pH, and redox potential
of the borehole fluid down-hole. High permeability developed at the Chalk Rock by groundwater circulation provides the major
flow horizon at the Banterwick Barn study site and represents a conduit system that serves as an effective local hydraulic
connection between the boreholes. The Chalk Rock includes several lithified solution-ridden layers, hardgrounds, which imply
a gap in sedimentation possibly representing an unconformity. Lower groundwater temperature, high dissolved-oxygen content,
and flowmeter evidence of preferential groundwater flow in the Chalk Rock indicated rapid groundwater circulation along this
horizon. By repeating the logging at different times of the year under changing hydraulic conditions, other water-inflow horizons
within the Chalk aquifer were recognized.
Electronic Publication 相似文献
17.
高围压下砂土的渗透特性试验研究 总被引：2，自引：0，他引：2
利用高压三轴渗透试验系统,对某矿区深部的粗砂和细砂进行了高围压条件下的渗透试验。研究了同一水力梯度下渗透系数与围压的关系;同一围压下渗透系数与渗透水力梯度的关系;同一水力梯度下,围压逐级加载的渗透系数与一次加载的渗透系数之间的差别。结果表明,粗砂和细砂在同一水力梯度下渗透系数均随围压的增大而逐渐减小,在同一围压下,渗透系数会随渗透水力梯度的增大而逐渐增大;同一水力梯度下,围压逐级加载下的渗透系数明显小于一次加载条件下的渗透系数。根据围压与渗透系数的关系拟合出了两种砂样渗透系数与围压关系的数学表达式。为探究高围压下渗透系数变化的原因,研究了砂样试验过程中的体积变化和试验前后的粒度成分变化。结果表明,围压的施加过程伴随着试样的体积减小,相应的孔隙度减小,渗透系数降低;高围压条件下,砂土颗粒被挤碎成细颗粒,使得砂土的细粒含量增多,孔隙度减小,导致了砂土渗透系数的降低。 相似文献
18.
Amer A. Al-Rawas Yahia E-A. Mohamedzein Abdulaziz S. Al-Shabibi Salem Al-Katheiri 《Geotechnical and Geological Engineering》2006,24(5):1365-1383
Absrtract This paper investigates the potential use of sand–attapulgite (palygorskite) mixtures as a landfill liner. The sand and attapulgite
clay used in this study were brought from Wahiba (eastern Oman) and Al-Shuwamiyah (southern Oman), respectively. Initially
the basic properties of the sand and clay were determined. Then the attapulgite clay was added to the sand at 5, 10, 20 and
30% by dry weight of the sand. The sand–attapulgite clay mixtures were subjected to mineralogical, chemical, microfabric and
geotechnical analyses. The X-ray diffraction (XRD) qualitative analysis showed that attapulgite is the major clay mineral.
The chemical compounds, exchangeable cations and cation exchange capacity (CEC) for the␣samples were determined. The CEC for
the sand–clay mixtures is low but increases with the increase in clay content. The scanning electron microscope (SEM) examination
showed that the addition of clay developed coating between and around the sand grains which results in filling the voids and
reducing the hydraulic conductivity of the sand–clay mixtures. The hydraulic conductivity values for the pure clay and sand
+ 30% clay mixture prepared at 2% above optimum water content are slightly higher than hydraulic conductivity requirements
for landfill liners but can be acceptable. The geotechnical study which included grain size distribution, Atterberg limits,
specific gravity, compaction, hydraulic conductivity and shear strength tests showed that the sand+30% clay mixture prepared
at 2% above optimum water content can be considered to satisfy the requirements for landfill liners. For all sand–clay mixtures
no swelling was recorded and the addition of clay to the sand improved the shear strength. 相似文献
19.
Deformation mechanisms and hydraulic properties of fault zones in unconsolidated sediments; the Roer Valley Rift System,The Netherlands 总被引：1，自引：0，他引：1
In general, faults cutting through the unconsolidated sediments of the Roer Valley Rift System (RVRS), The Netherlands, form
strong barriers to horizontal groundwater flow. The relationships between deformation mechanisms along fault zones and their
impact on the hydrogeological structure of the fault zone are analyzed in a shallow (0–5 m below land surface) trench over
one of the faults in the study area. Recently developed digital-image-analysis techniques are used to estimate the spatial
distribution of hydraulic conductivity at the millimeter-scale and to describe the micromorphologic characteristics of the
fault zone. In addition, laboratory measurements of hydraulic conductivity on core-plug samples show the larger-scale distribution
of hydraulic conductivity in the damage zone flanking the main fault plane. Particulate flow is the deformation mechanism
at shallow depths, which causes the damage zone around the fault, in the sand-rich parts, to have a relatively enhanced hydraulic
conductivity. The fault core is characterized by reduced hydraulic conductivity due to clay smearing, grain-scale mixing,
and iron-oxide precipitation.
Electronic Publication 相似文献
20.
在野外水文地质调查的基础上,采集青岛市大沽河下游咸水入侵区砂样,首先对含水介质的粒度和矿物组成进行了分析,然后通过室内砂槽模拟试验,对咸淡水驱替过程中含水介质的渗透性变化规律进行了研究。结果表明,当咸淡水相互驱替时,含水介质的渗透性会发生显著变化,这种变化主要是由于驱替液盐浓度的变化,使得伊利石、高岭石和绿泥石等非膨胀性粘土矿物经释放、迁移、絮凝和沉积,从而重新分布所引起的。含水介质渗透性的变化具有明显的非均质性,即位于距入水处不同水平距离以及不同高度处的含水介质,其渗透性变化规律有所不同。 相似文献