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1.
Geoenvironmental site investigation using different techniques in a municipal solid waste disposal site in Brazil 总被引：3，自引：0，他引：3
Giulliana Mondelli Heraldo Luiz Giacheti Maria Eugênia Gimenez Boscov Vagner Roberto Elis Jorge Hamada 《Environmental Geology》2007,52(5):871-887
Different geoenvironmental site investigation techniques to assess contamination from a municipal solid waste disposal site
in Brazil are presented here. Superficial geophysical investigation (geoelectrical survey), resistivity piezocone penetration
tests (RCPTU), soil samples collected with direct-push samplers and water samples collected from monitoring wells were applied
in this study. The application of the geoelectrical method was indispensable to identify the presence and flow direction of
contamination plumes (leachate) as well as to indicate the most suitable locations for RCPTU tests and soil and water sampling.
Chemical analyses of groundwater samples contributed to a better understanding of the flow of the contaminated plume. The
piezocone presented some limitations for tropical soils, since the groundwater level is sometimes deeper than the layer which
is impenetrable to the cone, and the soil genesis and unsaturated conditions affect soil behavior. The combined interpretation
of geoelectrical measurements and soil and water samplings underpinned the interpretation of RCPTU tests. The interpretation
of all the test results indicates that the contamination plume has already overreached the landfill’s west-northwest borders.
Geoenvironmental laboratory test results suggest that contamination from the solid waste disposal site has been developing
gradually, indicating the need for continuous monitoring of the groundwater. 相似文献
2.
电阻率孔压静力触探(RCPTU)除了包含常规的孔压静力触探测试功能之外,还可以提供连续的电阻率变化曲线,因而在环境岩土工程领域具有广阔的应用前景。电阻率是表征土体导电性的基本参数,是土的固有物性之一,每种类型的土都有固有的电阻率,其变异可能意味着受到污染。本文根据某农药厂污染场地的RCPTU试验结果,分析了不同污染物类型对电阻率的影响,并初步研究了基于电阻率指标的污染物分布与污染程度的鉴别。考虑到孔隙比或相对密实度对土体积电阻率也会产生较大影响,利用RCPTU可测相对密实度的优点,本文提出可将实测电阻率值等效至某一特定的相对密实度下,再将等效电阻率值与相应的背景值进行对比分析,根据等效电阻率值与背景值的偏差量与偏差率进行污染范围与污染程度的确定。结果表明电阻率指标能够精确反应污染物的存在与受污染的程度。 相似文献
3.
为准确获取水文地质参数,进而为矿井防治水、矿井涌水量计算以及地下水评价等提供可靠的参数,以煤田地质勘探中实测的人工井液电阻率测井曲线为依据,结合岩心精细描述、抽水试验、常规地球物理测井等技术获得的资料进行综合分析。研究表明:人工井液电阻率测井技术在煤田水文地质勘探中不仅可以准确划分含隔水层的性质,确定其位置,分析含水层之间的补给关系,检查钻孔止水效果,计算各含水层钻孔截面流量,亦可研究地下水流体特征,评价地下水水质参数以及监测生产矿井导水裂隙带高度。因此,人工井液电阻率测井能够提高煤田水文地质勘探成果利用率,实现地质勘探信息的最大化利用,从而更好地为矿井设计、建设及矿井生产服务,保障矿井安全。 相似文献
4.
海堤附近新建闸站常需要采用桩基进行软土地基处理,施工区域若存在隐伏块石层将影响桩基施工进度,增加施工成本,块石的空间分布特征亦对桩基施工工艺的选择起决定性作用。针对钻探法调查地下不规则分布块石盲目性大的问题,采用地质雷达与高密度电法为先导,并在物探异常区域辅以钻探验证的综合勘察技术对某闸站工程桩基施工区域地下块石进行了详查。依据勘察成果选用以旋挖钻为主的桩基施工方案,埋深小于6 m的成片块石区域采用井点降水与土方开挖回填相结合的施工工艺,局部埋深大于8 m的块石采用螺旋钻头或岩心钻头挖除,显著提升了桩基施工效率。结果表明:地质雷达与高密度电法用于探测地下浅部块石可优势互补,前者分辨率高,能体现部分零星块石堆的电磁异常,但块石与土层分界面难以判别,其异常特征表现为强振幅、波形杂乱,在纵向上伴随一定程度的多次反射;后者更适用于成片块石层的探测,较大粒径块石电阻率大于100 Ω·m,地下水位线附近的碎石电阻率小于30 Ω·m。研究成果可为软土施工区域地下深度6 m范围内块石的高精度探测以及对应桩基工程施工钻头的选择提供参考。 相似文献
5.
Piezocone soundings are a fast and economical approach for geotechnical site characterization, providing three separate and continuous channels of data with depth, including: tip resistance q T, porewater pressure u 2 and sleeve friction f s. Literally hundreds to thousands of data points are collected by a single sounding. Since these readings are functions of both soil type and soil behaviour, they can be used for the delineation of soil stratigraphy. One way to process large amounts of data involves clustering. Cluster analysis is an efficient statistical way to analyse the stratigraphic vertical profiling of geomaterials and means to detect the inherent similarity between data sets and group them together. Clustering in previous geotechnical research was based on only two channels of piezocone data (q T and u2). The method works well for soils that are under the groundwater table and was applied to soundings in clay deposits. In the present paper, a new cluster analysis approach is developed based on all three channels of data, thus extending the method to soils above the water table and applicable to sands, silts, and clays. Example soil profiles derived by three-channel cluster analysis are presented herein and compared with conventional soil boring and sampling data. 相似文献
6.
为了科学解释榆神矿区矿井涌水量较大的涌（突）水事件,为煤矿防治水奠定基础,分析了近年来区内发生的突水事件及矿井较大涌水情况,提出矿井较大涌水形成机理、红土层水文地质性质、矿井涌水量预测的准确性等疑问,阐述了突破“井田”范围,从区域上研究地下水系统和突水水源,关注延安组、直罗组、安定组、洛河组等砂岩弱富水含水层,从导水裂隙带中寻找突水水源,科学评价各岩（土）层的水文地质条件,采动岩层（含水层）渗透性演化以及探索矿井水害源头预防和区域治理思路等几点思考,提出应该从区域上认识水文地质条件及对煤矿涌（突）水的“贡献”,揭示矿井较大涌水形成机理,进一步加强水文地质补充勘探,准确识别含水层、隔水层及其空间赋存关系,探测大采高、大采面环境下导水裂隙带发育规律,并提出从区域上识别地下水强径流带和局部富水区的基础上,制定矿井水害防控措施的思路,为榆神矿区煤矿水害防治提供借鉴和帮助。 相似文献
7.
Twenty profiles of vertical electric soundings (VES) were obtained in a riverside alluvium at the Buyeo area, South Korea,
to examine the variations of subsurface geology and associated groundwater chemistry. The combination of the VES data with
the borehole data provided useful information on subsurface hydrogeologic conditions. The vestige of an ancient river channel
(e.g. oxbow lake) was identified on the resistivity profiles by the lateral continuation of a near-surface perched aquifer
parallel to the river. Such a perched aquifer is typically developed in the area with a clay-rich silty surface alluvium which
prohibits the infiltration of oxygen. Therefore, groundwater below the oxbow lake shows a very low nitrate concentration and
Eh values under the strong anoxic condition. The distribution of water resistivity is correlated with that of measured total
dissolved solids concentration in groundwater, while the earth resistivity of the aquifer shows a significant spatial variation.
It is interpreted that the earth resistivity of the aquifer is mainly controlled by the soil type rather than by the water
chemistry in the study area. 相似文献
8.
尕海镇幅位于柴达木盆地东北缘的巴音河山前平原,是1：50 000国际标准图幅。其水文地质图是根据中国地质调查局组织编制并即将颁布实施的《水文地质图编制规范（1：50 000）》的基本要求,结合区内发展建设的需求,利用2016年1：50 000水文地质调查最新获取的尕海镇幅钻孔抽水试验成果数据（本次施工以及收集已有钻孔资料共48个钻孔）,水化学（61个水样）、同位素（12个同位素样）和土壤易溶盐（55个土样）分析成果数据,地下水位统测成果数据（68个统测点）,以及已有资料与成果数据编制而成。编图以地下水系统理论和生态水文地质理论为指导,按地下水系统、水文地质结构、含水岩组及富水性、地下水补给-径流-排泄条件、地下水化学特征、地下水水位埋深与流场、地下水与生态植被关系、地下水开发利用等分类加工处理数据形成水文地质图数据集,使大量的信息在图面上以主图结合镶图的形式主次分明、层次清晰地加以展现,以便为当地水资源开发利用和生态环境保护提供直观易用的地下水资料支撑。 相似文献
9.
Integrated geoelectrical resistivity and hydrogeochemical methods for delineating and mapping heavy metal zone in aquifer system 总被引：1，自引：0，他引：1
Nur Islami Samsudin Hj Taib Ismail Yusoff Azman Abdul Ghani 《Environmental Earth Sciences》2018,77(10):383
A novel study on using geoelectrical resistivity, soil property, and hydrogeochemical analysis methods for delineating and mapping of heavy metal in aquifer system is presented in this paper. A total of 47 surveys of geoelectrical resistivity with Wenner configuration were conducted to determine the subsurface and the groundwater characteristics. The groundwater sample from 53 existing wells and 2 new wells has been analyzed to derive their water chemical content. The chemical analysis was done on the soil sample obtained from new two wells and from selected locations. The water and soil chemical analysis results from the new two wells were used as calibration in resistivity interpretation. The occurrence of heavy metal in aquifer system was expected to detect using the geoelectrical resistivity survey for the whole study area. The result of groundwater analysis shows that the groundwater sample contains a relatively low concentration of Fe (<?0.3 mg/L) elongating from the south up to the middle region. While in the middle and the northwestern, Fe concentration is relatively high (around 12 mg/L). Chemical analysis of soil sample shows that in the lower resistivity zone (<?18 Ωm), Al and Fe concentrations are comparatively high with an average of 68,000 and 40,000 mg/kg, respectively. Starting from the middle to the northwestern zone, the resistivity value appears to be low. It is definitely caused by higher Al and Fe concentration within the soil, and it is supported also by lower total anion content in the groundwater. While the resistivity value of more than 40 Ωm in aquifers is obtained in the zone which Fe concentration is relatively lower in the soil but not present in the groundwater. Correlation Fe concentration in the soil and Fe concentration in the groundwater sample shows the trend of positively linear; however, the Al concentration in soil has no correlation with Al content in groundwater. Finally, the probability of high heavy metal zone in the aquifer system is easily delineated by the distribution of geoelectrical resistivity presented in depth slice shapes which extend from the Boundary Range Composite Batholith in the north to the northwest. 相似文献
10.
11.
In horizontally layered soils of different electrical properties, electrical potential distribution becomes complex and the
obtained resistivity data may be limited in reflecting the actual soil profile. Thus the objective of this study was to identify
the factors that affect resistivity measurement on the cone penetrometer and further investigate the sensitivity of measured
resistivity to different types and concentrations of contaminants at the subsurface level. First, a theoretical resistivity
equation was derived to provide a means of computing the geometric factor. The effective volume of measurement on the cone
penetrometer was investigated and laboratory soil box tests verified the dominance of partially high resistivity regions within
the effective volume of measurement over the apparent resistivity. Such effect was found to lead to possible discrepancies
between the recorded resistivity data and the actual depth of measurement. Measurements on contaminated soil layers indicated
that resistivity cones are efffective in delineating inorganic contaminants in soils of high water contents, and detecting
NAPLs floating above the groundwater table provided that soils adjacent to the plume are not dry of water.
Electronic supplementary material The online version of this article (doi:) contains supplementary material, which is available to authorized users. 相似文献
12.
Assessing aquifer vulnerability to pollutants by electrical resistivity tomography (ERT) at a nitrate vulnerable zone in NE Spain 总被引：1，自引：0，他引：1
There is an increasing demand for groundwater vulnerability maps which illustrate the exposure of aquifers against pollution.
These maps show areas of greatest potential for groundwater contamination on the basis of local subsurface conditions. Parameters
affecting vulnerability are mainly permeability and thickness of each protective layer. For unconsolidated sediments, the
permeability is strongly related to the clay content, which can be deduced from indirect resistivity methods, like electrical-imaging.
Such geophysical methods can be of great help in groundwater vulnerability studies because they disturb neither the structure
nor the dynamics of the soil. Sensibility analysis was performed of the electrical resistivity tomography method for accurately
mapping soil media. Managers and public administrators may effectively use this method for assessing the potential risk of
groundwater contamination. In the studied zone, electrical resistivity exhibits a wide range of variability that can be easily
correlated to soil parameters, such as clay content and hydraulic conductivity. A numerical index of protection has been assessed
from the geophysical information derived from 2D electrical resistivity tomography. This work represents a preliminary approach
on the natural vulnerability evaluation of shallow aquifers at the Empordà basin (NE Spain) that is highly affected by diffuse
pollution by nitrates. 相似文献
13.
针对河南省新乡市凤泉区严重缺水现状,利用高密度电阻率法、高密度电阻率法与激发极化对称四极测深组合在水文地质条件复杂的松散层和基岩干旱地区勘查地下水,结合水文地质资料和成井条件所定的井位,后经施工钻孔验证,定井成功率100%,解决了人、畜急需用水问题。通过以上两种方法结合或单一方法在该地区不同水文地质条件下的实际应用和应用效果分析,总结出针对该地区特定的水文地质条件选择高密度电阻率法、高密度电阻率法与激发极化法组合模式。密度电阻率法和激发极化法组合模式在该地区地下水勘查中的运用提高了地质解释的准确性和可靠性,值得在类似水文地质条件和地区推广应用。 相似文献
14.
地下浅层气的存在会对地铁项目的勘察、施工以及后期正常运营构成安全隐患。采用基于地质统计学和可靠性分析的概率方法,对杭州某地铁站场地的电阻率静力触探测试数据进行分析。通过回归分析移除电阻率数据的趋势项,以变差函数为工具,描述电阻率残差在竖向和水平向上的各向异性,采用克里格插值对未采样点参数值进行最优线性无偏估计,采用一阶可靠度方法获取基于电阻率的地下浅层气分布三维概率图。分析表明：电阻率残差具有显著的各向异性,在竖直和水平方向的自相关距离分别为5.1 m和55.6 m。在考虑不同土体电阻率背景值不同的前提下,采用一阶可靠度方法建立了浅层气三维概率分布图。该场地竖直方向上浅层气分布于25 m附近及30～35 m深度区间内,水平方向上则集中分布于RCPTU1点位附近。可基于该结果提出针对性的防治对策,为布设排气孔、浅层气监测等治理措施提供依据。 相似文献
15.
Underground mining and oil and gas drilling have increasingly encroached on public water reservoirs and dams because of the overwhelming demand for energy combined with the growing population. Cases of surface water reservoirs and mine waste impoundments being drained, as well as dam infrastructure being damaged, due to accidents have been documented. The methods used by regulators and industry for determining mining or drilling offset distances are based primarily on three approaches and studies performed in the early 1970s. The former US Bureau of Mines Information Curricular 8741 was the culmination of these studies and continues in use for determining offset distances for underground mining with respect to dams and reservoirs. This study used analytical and empirical methods based on subsidence effects to recommend offset distance extents specifically for miners' safety. A major limitation of the previous studies is that they did not detail the affect mining operations have on changes in groundwater flow due to soil and overburden permeability changes triggered by vertical ground surface subsidence that could lead to increased risk hazards for a reservoir or dam infrastructure. This paper presents a review of international literature related to mining under surface bodies of water (reservoirs) and presents a risk-based event tree analysis quantifying the probability of changes in subsurface permeability due to overburden strain changes. A sensitivity analysis quantifying probabilities of increased subsurface permeability in terms of offset distances from a reservoir is presented and discussed. Empirical results indicate the probability of permeability changes at a 350 ft (107 m) deep mine located at offsets of: 200, 400, and 600 ft (61, 122, and 183 m) were at 41, 0.66, and 0.0067%, respectively. 相似文献
16.
An analytical model to simulate the penetration of the piezocone penetrometer in cohesive soils is presented here. The elasto-plastic coupled field equations of the saturated cohesive soils (given by Voyiadjis and Abu-Farsakh) is used in this analysis. The numerical simulation of the piezocone penetration is implemented into a finite element program. The analytical model is used to analyze the miniature piezocone penetration tests (PCPT) conducted at LSU calibration chambers. Simulation of the piezocone penetration is done for two cases. In the first case, the soil–penetrometer interface friction is neglected, while in the second case, the soil–penetrometer interface friction is taken into consideration. The constraint approach is used to model the soil–piezocone interface friction in which the Mohr–Coulomb frictional model is used to define the sliding potential. Analysis is done for three different soil specimens with different stress histories. The results of the numerical simulations are compared with the experimental measurements of the miniature piezocone penetration tests (PCPT) in cohesive soil specimens conducted in LSU calibration chambers. The resulting excess pore pressure distribution and its dissipation using the numerical model are compared with some available prediction methods. © 1998 John Wiley & Sons, Ltd. 相似文献
17.
在胶莱盆地,其红层所属地层岩性为粉砂岩、泥岩,含、透水性较差,查找低阻断裂构造是其地下水勘探的唯一途径。而红层地区的压扭性断层,会因挤压密实的断层泥存在,导致单纯利用低电阻率参数判定地下水的赋存位置出现差错。根据该区地下水的自然电位异常值约为-100mV、含水破碎砂岩极化率大于2％、衰减度D大于50％的特点,提出了自然电位观测法与激发极化电测深法相结合的组合方法。即利用自然电场法进行剖面测量,判定含水异常位置,然后利用激发极化电测深法准确判定地下水所在层位及埋深。在胶州市某镇政府水源勘探中,利用该组合方法,成功的圈定了3个井位,并在预定的深度内打出了单井出水量为1000t／d的优质井。 相似文献
18.
Isabelle Cousin Arlène Besson Hocine Bourennane Catherine Pasquier Bernard Nicoullaud Dominique King Guy Richard 《Comptes Rendus Geoscience》2009,341(10-11):859-867
The aim of this article is to present a strategy to interpret the hydraulic functioning of a small field area by using measurements of the soil electrical resistivity. The spatial soil electrical resistivity was recorded at a high resolution on a 2 ha area by the MultiContinous Electrical Profiling (MuCEP) device at two dates. These apparent electrical resistivity measurements were firstly interpreted in terms of local electrical resistivity by 1D inverse modelling to estimate the real resistivity of the soil. These interpreted electrical resistivity data were then transformed into soil water content values and soil water potential values by the use of independent punctual data of water content and the use of the water retention curve determined by laboratory data. Our analysis has permitted us to describe the spatial variability and temporal evolution of the hydraulic functioning at high resolution from electrical resistivity data. The interpretation of the water content and matric potential maps demonstrated that some soil hydraulic processes, such as lateral overland flow, can occur in the studied zone. They would never have been detected by local measurements of soil characteristics or by the use of the soil map. 相似文献
19.
黄河口饱和粉土的电性特征及其工程地质应用 总被引：1，自引：0，他引：1
通过对形成于1964年～1976年位于黄河口潮坪区粉土层样品电阻率、井中电阻率和电阻率剖面的测试,分析了土的含水率、孔隙比、饱和度、孔隙水的电阻率、颗粒成分等因素对其导电性的影响。分析结果表明：影响该地区饱和粉土导电性的主要因素为土的孔隙率。随着孔隙率的增大,其含水率升高,电阻率降低,土的电阻率和相应孔隙率的关系可用拟合公式表达。基于此,利用电阻率法成功实现了不同深度粉土沉积层微结构的变化、波浪作用导致密实度不同的粉土层空间分布状况的原位测试。 相似文献