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1.
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
2.
岩溶介质具有较强的非均质性,其地表及地下的岩溶结构形态多样。通过对钻孔结构描述、钻孔水物化性质分析,不仅能够掌握区域上岩溶含水层的结构特征,而且对于岩溶地下水演化过程的揭示亦有重要作用。文章以桂林岩溶水文地质试验场西南部峰丛山区与峰林平原交界处的钻孔为例,通过野外便携式多参数仪原位测试钻孔垂向水物化指标（pH值、水温T、电导率EC）,探索浅部（地面以下约50 m内）地下岩溶较为发育条件下钻孔水物化指标的垂向变化特征,揭示岩溶介质非均质性对钻孔垂向水物化指标的影响。结果表明:岩溶地区小范围内不同钻孔间的水物化性质有所差异,且岩溶发育相似的钻孔（如ZK4/ZK5、ZK7/ZK8）,其水物化指标垂向变化具有一定的相似性,但不同指标（T、pH、EC）的变化幅度存在差异;钻孔水物化性质受到试验场区岩溶介质结构非均质性的控制,即岩溶介质结构影响了地下水的赋存条件和水力联系而导致水物化性质的差异;在对岩溶地区地下水物化性质进行研究时应充分考虑岩溶介质的非均质性特征,根据实际的水文地质条件选取具有代表性的钻孔含水段进行取样和监测。 相似文献
3.
M.J. White 《Engineering Geology》1998,49(3-4):185-194
This paper outlines the visualization of the El Berrocal granite using a computer-based geological modelling system, EarthVision, and discusses the application of this visualization to engineering aspects of waste disposal in crystalline rocks. The El Berrocal Project was an international study with the aim of understanding and modelling the migration processes which have controlled the distribution of naturally occurring radionuclides in a fractured granitic environment. EarthVision was used to provide three-dimensional geological models of the site structure and properties. Modelling of the site structure concentrated on the development of visualizations of the main discontinuities in the granite. These included a model of the main mineralized structures, a model of the regional fracture network, models of local fracture networks between borehole clusters and a visualization of the mineralogy of the fractures in individual boreholes. These fracture models were visualized with the boreholes and access gallery to the mine. In addition, the fracture network in the region of a large scale tracer test was visualized with the injection and extraction zones for the tracer test. Three-dimensional interpolations of the rock and fluid structure were undertaken. A model of the hydraulic conductivity illustrated large-scale variations in hydraulic conductivity and channelling effects in the tracer test zone. A model of the sulphate concentrations in the groundwater illustrated the interpolation of spatial data based on structural domains. The visualizations of the geology of the El Berrocal granite illustrate that, despite limitations, geological modelling can be a powerful and graphic tool in rock engineering. The use of computer visualizations can be provide the three-dimensional structural framework for computations, can aid decision making during the construction phase of waste repositories and can be useful in understanding and analysing the results of numerical calculations. 相似文献
4.
Change of groundwater chemistry from 1896 to present in the Mid-Levels area, Hong Kong 总被引：1，自引：0，他引：1
In this study, groundwater quality information collected in 1896 (well waters), 1980/1981 (piezometric and seepage samples)
and 2002/2003 (seepage samples) in the regions centered by the Mid-Levels area, Hong Kong Island, was compared to illustrate
how groundwater quality has changed over a century and the processes controlling it. As shown by saline ammonia and nitrate
levels in the late nineteenth century, groundwater was severely polluted by widespread and obvious leakage from poorly designed
wastewater collection systems, although groundwater was still a drinking water source for local residents. The extremely high
residual chlorines in groundwater demonstrated that large doses of disinfection agents were added to wells at that time. In
view of the decline in saline ammonia and nitrate levels, groundwater became less organically polluted in the 1980s probably
due to significant improvement of the design of underground sewers. However, more leakage from sources such as salty flushing
water and fresh water pipes emerged in the past few decades which added complexity to groundwater chemical systems. Some chemicals
were used to identify possible locations of leakages. The temporal variations of the distribution of these chemicals over
the area may shed light on the rate of leakage. Leakage from service pipes seems to have improved from the early 1980s to
2002/2003. However, the area is still suffering from widespread and small-scale leakage from service pipes. More efforts should
be paid to control small leakages in the future. The findings will be instructive to various government organizations such
as the Water Supplies Department and Drainage Services Department to identify possible locations of unobvious leakages in
the area. 相似文献
5.
基于黔西补作勘查区32口钻孔的简易测温资料,分析了勘查区浅部地温场的基本特征。研究发现,区内地温梯度在0.98～3.25℃/100m,平均2.07℃/100m,总体上属于正常地温场范畴;平面上变化较大,局部存在低温异常,在垂向上随着孔底深度增大,各钻孔地温梯度总体上趋于增高,但与埋深之间关系相对离散,钻孔温度曲线表现为两种基本形式。研究认为,断层构造控制了地温场的分布,地温异常带的展布方向反映区域构造的基本轮廓;地下水动力场微弱,对地温场影响不甚明显;地层岩性及埋深影响地温场的垂向分布。 相似文献
6.
Vuthy Monyrath Yasuo Sakura Akinobu Miyakoshi Takeshi Hayashi 《Environmental Earth Sciences》2010,60(5):923-932
Previous studies and borehole temperature measurements suggest that subsurface temperature distribution on the west side of
Tokyo Bay (from Tokyo to Yokohama) is higher than that of the east side (Chiba side). To understand the groundwater flow and
other factors which may contribute to the subsurface temperature discrepancy such as geological setting in the study area,
groundwater temperature profiles were measured in 119 boreholes around the Tokyo Bay from 2002 to 2007. The data were analyzed
and compared with previous studies. Horizontal distribution of subsurface temperature at the depths of −50 and −100 m was
made to show the distribution of thermal regime. A cross-section across the bay of Tokyo was made to see the isothermal lines
and distribution of hydraulic heads in a vertical perspective. These results show that the highest subsurface temperature
zone is in the Tokyo area, along the river valley. Subsurface temperature at the depth of 50- and 100-m below sea level in
the western part of the bay is comparatively higher than its eastern side at the same elevation and distance from the bay.
This fact suggests that there is a regional groundwater flow system in the area and it is strongly affected by the geological
structure, particularly buried valley systems of the bay during the Paleo-Tokyo River and the topographical driving force
which is the result of the different elevation of recharge areas. Groundwater discharge is concentrated along the buried valley of Paleo-Tokyo River. 相似文献
7.
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
8.
Sung-Soo Cha Jin-Yong Lee Dae-Hyuck Lee Eric Amantini Kang-Kun Lee 《Engineering Geology》2006,84(3-4):229-243
Feasibility of storing LNG in a lined rock cavern was evaluated using a pilot cryogenic rock cavern constructed in Daejeon, Korea. The pilot program included hydrogeological and engineering characterization of the rock mass around the cavern, design and construction of a drainage system, and pilot operation of the cryogenic cavern. An appropriate drainage system is most important to protect the containment system of LNG from thermal shocks due to ice lenses and hydrostatic pressure of groundwater. As a part of the pilot program, this study focused on the evaluation of hydraulic and engineering properties of the rock mass around the cavern. For this purpose, engineering logging of the rock cores, single and cross-hole hydraulic tests, and recharge/drainage tests were performed using seven drilled holes with different trends and plunges. Three main joint sets were found from the logging of the rock cores, acoustic borehole televiewer, and window mapping. The orientations of the three major joint sets were 60/209, 40/171, and 29/331, which can provide the main groundwater flow paths. Mean RQD values ranged from 56 to 88, which were classified as fair and good, although varying with depth along single boreholes. Hydraulic conductivity from the single and cross-hole hydraulic tests estimated in the order of 10−6 or 10−7 m/s and corresponding transmissivity ranged between 10−5 and 10−6 m2/s. Permeable intervals identified from the hydraulic tests were mostly located above the cavern roof. Below the roof, the permeable zone was difficult to observe. According to the hydraulic communication tests performed for some designated intervals, hydraulic connection between boreholes was highly varied with depth or location, which indicated a very different distribution of water conducting joint sets along the boreholes. When water was injected at R1 with constant or varying flow rates, monotonous and stable seepage was observed at observation boreholes. From this, some stable drainage was expected even in relatively heavy rainfalls. When designing the drainage system of the cavern, the drainage holes should be orientated to maximize frequency of encountering the major joint sets and the permeable intervals identified from this study. 相似文献
9.
Numerical analysis of the hydrogeologic controls in a layered coastal aquifer system, Oahu, Hawaii, USA 总被引：3，自引：1，他引：2
Delwyn S. Oki William R. Souza Edward L. Bolke Glenn R. Bauer 《Hydrogeology Journal》1998,6(2):243-263
The coastal aquifer system of southern Oahu, Hawaii, USA, consists of highly permeable volcanic aquifers overlain by weathered
volcanic rocks and interbedded marine and terrestrial sediments of both high and low permeability. The weathered volcanic
rocks and sediments are collectively known as caprock, because they impede the free discharge of groundwater from the underlying
volcanic aquifers. A cross-sectional groundwater flow and transport model was used to evaluate the hydrogeologic controls
on the regional flow system in southwestern Oahu. Controls considered were: (a) overall caprock hydraulic conductivity; and
(b) stratigraphic variations of hydraulic conductivity in the caprock. Within the caprock, variations in hydraulic conductivity,
caused by stratigraphy or discontinuities of the stratigraphic units, are a major control on the direction of groundwater
flow and the distribution of water levels and salinity. Results of cross-sectional modeling confirm the general groundwater
flow pattern that would be expected in a layered coastal system. Groundwater flow is: (a) predominantly upward in the low-permeability
sedimentary units; and (b) predominantly horizontal in the high-permeability sedimentary units.
Received, October 1996 Revised, August 1997 Accepted, September 1997 相似文献
10.
裂隙介质渗透结构表现为高度的非均质性与各项异性。为了科学有效地预测某核工程场地裂隙地下水的流动规律,揭示裂隙岩体地下水的渗流特性,笔者等采用Pilot Point调参方法与null space Monte Carlo方法（NSMC）,开展了裂隙岩体渗透结构的不确定性分析研究,构建了符合实际水文地质条件的多个渗流数值模型集合。结果表明：该方法获得的各个实现地下水位模拟结果能够与实际观测数据较好吻合,可反映工程场地裂隙地下水动力特征与流动趋势;各个实现的参数化渗透结构在空间上存在一定的差异性,但整体变化趋势是保持一致的,渗透参数的不确定性表现为在实测数据分布区域相对较低,钻孔空白区域相对较高;该方法可以弥补单一、确定性模拟结果在表征裂隙介质渗透结构方面的局限性,有效地降低模型参数的不确定性与随机性。此方法对进一步提升裂隙岩体渗流模拟精度与预测能力,深化裂隙地下水迁移规律的认识具有重要的意义。 相似文献
11.
Process-based groundwater models are useful to understand complex aquifer systems and make predictions about their response to hydrological changes. A conceptual model for evaluating responses to environmental changes is presented, considering the hydrogeologic framework, flow processes, aquifer hydraulic properties, boundary conditions, and sources and sinks of the groundwater system. Based on this conceptual model, a quasi-three-dimensional transient groundwater flow model was designed using MODFLOW to simulate the groundwater system of Mahanadi River delta, eastern India. The model was constructed in the context of an upper unconfined aquifer and lower confined aquifer, separated by an aquitard. Hydraulic heads of 13 shallow wells and 11 deep wells were used to calibrate transient groundwater conditions during 1997–2006, followed by validation (2007–2011). The aquifer and aquitard hydraulic properties were obtained by pumping tests and were calibrated along with the rainfall recharge. The statistical and graphical performance indicators suggested a reasonably good simulation of groundwater flow over the study area. Sensitivity analysis revealed that groundwater level is most sensitive to the hydraulic conductivities of both the aquifers, followed by vertical hydraulic conductivity of the confining layer. The calibrated model was then employed to explore groundwater-flow dynamics in response to changes in pumping and recharge conditions. The simulation results indicate that pumping has a substantial effect on the confined aquifer flow regime as compared to the unconfined aquifer. The results and insights from this study have important implications for other regional groundwater modeling studies, especially in multi-layered aquifer systems. 相似文献
12.
韩家哨村位于河北滦县李家屿灰场北部谷地,地势低于灰场,距离约800m。灰场运行期间,该区地下水出现水位升高及水质变差等问题。本文从水文地质条件角度,详细研究灰水的运移途径及其对该区地下水的影响。韩家哨村区域地下水系统分为上层滞水和孔隙一裂隙（溶隙）潜水含水层系统。潜水含水层系统水力传导系数为172．6～203．4m^2／d。地下水补给主要来源于韩家哨村以南坝后地形较高区域及灰水。灰水渗漏优势区韩家哨村南部宽约200m的带状区域。灰场堆灰形成新的地下水分水岭致使灰水在20副坝坝前垂直下渗进入风化带,沿白云岩裂隙（溶隙）补给潜水含水层,并向韩家哨村区域流动补给孔隙含水层,改变后的潜水部分通过民井向外排泄。 相似文献
13.
The groundwater flow regime at great depth within the Molasse Basin (SW Germany) was studied. Data relevant for a flow model at 600–1,600 m depth are sparse in the western part of the basin. However, temperature measurements are available covering much of the area at a wide range of depths. Therefore, a thermal 3D steady-state model was set up with the aim of comparing modeled with observed subsurface temperatures. Stratigraphic information from many boreholes was also available, but only a few values of rock thermal conductivity and heat-production rate could be obtained. Some strong thermal residual anomalies were identified with respect to the purely conductive model, especially along fault zones, and within stratigraphic layers with high hydraulic conductivity. These anomalies can be explained by various advective heat-transport mechanisms, yet most explanations can be eliminated. The most plausible constellation explaining the major positive thermal anomalies of 10 Kelvin and more is a fault zone of E–W strike, intersected by an aquifer with flow parallel to the fault zone. This concept was investigated by using a simplified type model. In spite of some shortcomings, the method presented here can be used to identify temperature anomalies, and to identify possible explanations. 相似文献
14.
Andreas K. Antonakos Konstantinos S. Voudouris Nikolaos I. Lambrakis 《Hydrogeology Journal》2014,22(8):1763-1776
The implementation of a geographic information system (GIS)/fuzzy spatial decision support system in the selection of sites for drinking-water pumping boreholes is described. Groundwater is the main source of domestic supply and irrigation in Korinthia prefecture, south-eastern Greece. Water demand has increased considerably over the last 30 years and is mainly met by groundwater abstracted via numerous wells and boreholes. The definition of the most “suitable” site for the drilling of new boreholes is a major issue in this area. A method of allocating suitable locations has been developed based on multicriteria analysis and fuzzy logic. Twelve parameters were finally involved in the model, prearranged into three categories: borehole yield, groundwater quality, and economic and technical constraints. GIS was used to create a classification map of the research area, based on the suitability of each point for the placement of new borehole fields. The coastal part of the study area is completely unsuitable, whereas high values of suitability are recorded in the south-western part. The study demonstrated that the method of multicriteria analysis in combination with fuzzy logic is a useful tool for selecting the best sites for new borehole drilling on a regional scale. The results could be used by local authorities and decision-makers for integrated groundwater resources management. 相似文献
15.
Cheng-Chao Lee Chieh-Hou Yang Hsing-Chang Liu Kuo-Liang Wen Zi-Bin Wang Yi-Jie Chen 《Engineering Geology》2008,98(3-4):115-125
Resistivity Image Profiling (RIP) surveys was used to develop a lithological and hydrogeological model of the subsurface in the southeastern part of Lishan landslide area of central Taiwan. The bedrock consists of slate in the study area. Based on RIP and rock samples collected from boreholes results, three electrical strata are recognized: colluvium, the shear zone composed of shear gouges and shattered slate, and the undisturbed slate formation. The steep shear zone with resistivity ranging between 100 ~ 260 Ω-m, plays a crucial role in the local hydrogeological environment, because it forms a natural barrier which blocks and retains groundwater flowing down the slope. Groundwater will brim over the barrier when the water level is high. Thus the inclined groundwater table remains stable from long-term monitoring. It strongly indicates that the groundwater recharge is greater than that of discharge. Therefore, the shear zone can provide information about the optimum locations for draining the excess groundwater in-situ for slope stability consideration.
The curved basal surface of the colluvium and the weathered slate can also be discerned from the resistivity variations and boreholes data. A series of circular patterns may associate with the main slope failure which migrated upwards from the lower slope. 相似文献
16.
Double packer equipment for hydraulic test can be used to measure pressure of test zone directly, and it is frequently used to perform many kinds of hydraulic tests and take groundwater sample from borehole. The test method of this equipment mainly includes the test design, implementation, interpretation and synthetic analysis. By adopting the double packer equipment for hydraulic test, the parameter distribution of rock permeability along borehole can be acquired, as well as the connectivity, water conductivity and water bearing capacity of the disclosed structure and the chemical characteristics of the deep groundwater. It is a necessary method for the research and evaluation of the complex hypotonicity terrace site selection under geological conditions. This method is not only suitable for the geological disposal of high level radioactive waste, but also can be used in the site selection of underground facilities such as storage of petroleum and carbon dioxide. Meanwhile, it has a good application prospect in other hydrogeological investigation fields. 相似文献
17.
含水层参数对于定性分析区域地下水资源评价、数值模拟及预报、开发利用与保护及科学管理具有重要意义,而江汉平原水文地质参数求解的研究却相对较少.2015年江汉平原1:50 000水文地质调查项目完成杨林尾图幅与陆溪口图幅,选择杨林尾图幅和陆溪口图幅中的4个代表性钻孔,分别做了3组抽水试验和一组压水试验.对抽水数据使用Dupuit公式法结合抽水稳定阶段数据求解含水层参数,同时利用Aquifer Test软件中Theis标准曲线法、直线图解法对抽水试验中非稳定条件下抽水数据对含水层参数求解,得到孔隙水含水层渗透系数及弹性给水度;利用压水试验工程规范求解基岩裂隙含水层的渗透系数.探讨了利用非稳定抽水试验条件下求解含水层参数方法的可行性及该方法的优势.计算结果表明:杨林尾镇浅层(20.2~64.55 m)含水层渗透系数为0.075 m/d,弹性给水度为5.8×10-2;深层(138~160 m)含水层渗透系数为9.89 m/d,弹性给水度为2.3×10-5;陆溪口镇浅层(19.4~36.4 m)含水层渗透系数1.26 m/d,弹性给水度为1.1×10-1;基岩渗透系数为0.012 m/d.通过结果对比分析发现对于单孔非稳定抽水试验,对前期水位降深数据筛选分析,同样可以利用非稳定井流理论反演含水层参数,结果比较可靠. 相似文献
18.
D. Karunanidhi G. Vennila M. Suresh P. Karthikeyan 《Arabian Journal of Geosciences》2014,7(5):1791-1798
The increasing demand for freshwater has necessitated the exploration for new sources of groundwater, particularly in hard rock terrain, where groundwater is a vital source of freshwater. A fast, cost effective, and economical way of exploration is to study and analyze geophysical resistivity survey data. The present study area Omalur taluk, Salem District, Tamil Nadu, India, is overlain by Archaean crystalline metamorphic complex. The study area is a characteristic region of unconfined aquifer system. The potential for occurrence of groundwater in the study areas was classified as very good, good, moderate, and poor by interpreting the subsurface geophysical investigations, namely vertical electrical soundings, were carried out to delineate potential water-bearing zones. The studies reveal that the groundwater potential of shallow aquifers is due to weathered zone very low resistivity and very high thickness and the potential of deeper aquifers is determined by fracture zone very low resistivity and very high thickness area. By using conventional GIS method, the spatial distribution maps for different layer (top soil, weathered zone, first fracture zone, and second fracture zone) thicknesses were prepared. The geoelectrical approach was successfully applied in the study area and can be therefore easily adopted for similar environments. 相似文献
19.
封闭不良钻孔不同程度地连通含水层,形成隐蔽性较强的导水通道,对巷道掘进和工作面回采构成水害威胁。基于全空间瞬变电磁理论,构建掘进工作面前方封闭不良钻孔三维地质?地球物理模型,模拟研究封闭不良钻孔影响区模型的全空间瞬变电磁场响应特征,进而探讨矿井瞬变电磁法用于封闭不良钻孔超前探测的有效性。数值模拟结果表明,封闭不良钻孔附近含水体在感应电动势多测道图上表现为幅值增强,异常特征明显。结合宁夏双马煤矿I0104108工作面运输巷掘进工作面前方封闭不良钻孔超前探测工程开展应用研究,探测结果显示,在钻孔位置的煤层顶板出现局部低阻,表明该钻孔具有一定的导水性,引起顶板局部相对富水性增强。研究结果表明,封闭不良钻孔导致的局部富水性增强可以引起典型且易于识别的瞬变电磁场响应。采用矿井瞬变电磁法进行超前探测,并结合精细化处理解释可以有效查明钻孔附近岩层的相对富水特征,进而对封闭不良钻孔的导水性进行评价,为封闭不良钻孔的治理提供依据,保障矿井安全生产。 相似文献
20.
弱透水层水力参数对基础工程设计、建设和地下水资源评价、地下水污染预测具有重要意义。现提出一种现场确定含水层系统中弱透水层水力参数的钻孔双管试验方法。利用麻花钻钻孔,到达地下水位线以下揭露到目的层位后布设外管,以起到护壁防止土层塌孔的作用。在外管内通过锤击的方式将内管嵌入到目的层中,使其下部管中有一定厚度的土样作为现场固定试验土柱。待内外管中地下水位稳定后迅速加高内管水头,并通过马里奥特瓶装置保持定水头。建立钻孔双管试验土柱的数学模型,推导了土柱顶底面单位面积流量随时间变化的解析解,将其无量纲化后作出标准曲线。作为该方法应用的实例,在长江下游三角洲苏锡常冲积平原的常州天宁区德安医院附近的空旷场地进行了专门的钻孔试验。确定了该地区的细砂质粉土和粉质黏土的渗透系数和贮水率分别为：K=1.66×10?6 m/s,?s =8.21×10?3 m?1;K=6.06×10?7 m/s,?s =2.26×10?3 m?1。结果表明,该方法对于现场确定弱透水层的水力参数有较好的适用性。 相似文献