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1.
为查明日喀则地区地下水含水层结构和特征,评价水文地质参数,以区域地质及地球物理科学为基础,分别对大地电磁测深法、高密度电阻率法的原理、工作方法及应用效果进行综合分析,解释推断了该地区地层、覆盖层厚度、含水层结构等。同时建立了单孔水文地质参数测井模型,对含水层的深度、厚度、渗透系数、孔隙度、地下水矿化度等进行了估算,对涌水量等进行了推测。应用结果表明,测井解释与实验结果吻合度较高,综合物探技术在水文地质调查中具有较好的适用性。  相似文献   

2.
《地下水》2016,(5)
在水文地质条件分析的基础上,概化含水层水力特征、垂向、侧向边界后,依据水文地质概念模型建立了地下水数学模型,比照采用地下水均衡分析法计算结果,地下水数值模拟结果可靠。说明含水层结构、水文地质参数的确定、边界条件的概化等处理较为合理,所建立的模型可以用来评价该区地下水资源量。  相似文献   

3.
黄磊  高瑞忠  李喜安  苟青松  胡超 《水文》2018,38(1):35-40
含水层富水性分区是开展水资源评价的前提。以内蒙古阿拉善左旗吉兰泰盆地为研究区,通过分析含水层富水性的影响因素,利用GIS软件强大的信息融合功能将水文地质参数与地面核磁共振(SNMR)成果相结合。引入层次分析法(AHP)建立评价体系,结合专家经验和权重公式得到各个因子的权重值,建立富水性评价数学模型。计算评价了该区的富水性分布规律。结果表明该方法对研究区富水性评价合理有效,是解决富水性分区这类复杂多源地学问题的一种有效途径,为合理开发利用地下水资源提供方法借鉴。  相似文献   

4.
城市地下水脆弱性评价方法及应用   总被引:3,自引:0,他引:3  
刘香  王洁  邵传青  易立新 《地下水》2007,29(5):90-92
地下水脆弱性评价是合理开发利用和保护地下水的基础.以国内外广泛应用的DRASTIC模型为基础,结合我国华北平原沉降带冲洪积含水层水文地质特征,提出了一种适用于层状含水层水文地质条件的城市地下水脆弱性评价模型--DRAMIP模型,并根据廊坊市的实际状况,对廊坊市浅层地下水进行了脆弱性评价,利用GIS技术生成了廊坊市浅层地下水脆弱性分布图.  相似文献   

5.
本文根据淮北宿南矿区的电测深及水文地质资料,利用含水层的横向电阻(经地下水电阻率影响因素校正)与含水层导水系数的相关关系?)计算出含水层各测点的水文地质参数,并且绘制出矿区水文地质参数等值线图,提高水文电法勘探的地质效果。  相似文献   

6.
淮北某矿区地下水环境质量评价   总被引:1,自引:0,他引:1  
在分析淮北某矿区水文地质条件的基础上,选取S4O2-、Cl-、矿化度、总硬度4个污染因子作为评价因子,以GB/T14848-93《地下水质量标准》为评价标准,分别运用尼梅罗指数法和模糊数学法,对该矿区各主要含水层进行了地下水环境质量评价。评价结果表明,该矿区第一含水层(组)水质较好,适合作为矿区工业用水以及生活饮用水的供水水源,而第二含水层(组)及其以下含水层地下水均需要作适当的处理才可作为饮用水源。   相似文献   

7.
抽水试验确定承压含水层参数方法探讨   总被引:13,自引:1,他引:12       下载免费PDF全文
地下水资源评价与地下水可开采量计算,需要对地下含水层组参数进行分析确定。本文结合鲁北地区两个地下水水源地采用抽水试验确定承压含水层水文地质参数的实践,探讨定流量(单孔或多孔)抽水试验确定含水层参数的可行性,并对定降深抽水试验确定水文地质参数方法进行了探索。  相似文献   

8.
北京市平原区地下水流动数值模型应用研究   总被引:1,自引:0,他引:1  
以北京市平原区地下水系统作为研究对象,系统地收集整理了相关的地质和水文地质资料,通过对资料的综合分析,对边界条件、含水层结构等进行合理概化,建立了水文地质概念模型。在此基础上,运用MODFLOW软件建立了北京市平原区地下水流动的三维数值模型。模型垂向上剖分为10层,平面上每层剖分为499行×499列不规则矩形网格,有效单元共计1 103 000个,以刻画复杂的含水层结构和地下水三维流动特征。依据实测地下水位数据进行模型参数识别与校正,绝大多数计算水位与实测水位拟合较好,模拟流场与实测流场吻合,参数符合水文地质条件,表明本研究建立的数值模型能够较好地刻画北京平原区地下水流动特征。  相似文献   

9.
以上海市区第V承压含水层(埋深约350m )以上的整个第四系松散沉积层为研究体,将上海地下水系统作为一个完整且不可分割的系统来研究。由于开采地下水资源引起地下水系统内部物质能量变化,因而产生一系列的环境地质问题(如地面沉降、地下水位下降、资源开采条件恶化等)。根据研究区地下水系统特征和已有的研究程度,在技术方法和途径上,着重研究上海地区第四系含水层结构、水文地质工程地质条件,建立水文地质工程地质概念模型; 在此基础上建立以地下水资源开采量最大、水位降幅及地面沉降较小、社会经济效益较好为目标的地下水拟三维渗流一维地面沉降的评价与管理模型,并为我国大中城市(特别是在诸如开采地下水引起的地面沉降问题的地区)的地下水资源评价与管理提供可借鉴的经验和方法。   相似文献   

10.
通过对淮北市地质、水文地质条件的综合分析 ,建立了淮北市双含水层系统水文地质概念模型。引入准三维流数学模型进行地下水动态预报及建立地下水管理模型。用线性规划模型提出淮北市地下水资源的最佳管理方案。最后提出开展地下水回灌研究、建立岩溶含水层地下水库、限制发展耗水型工业及用法律和经济手段管理水资源开发等建议  相似文献   

11.
In this study, a groundwater exploration survey was conducted using the DC Resistivity (DCR) method in a hydrogeological setting containing a perched aquifer. DCR data were gathered and an electrical tomography section was recovered using conventional four-electrode instruments with a Schlumberger array and a two-dimensional (2D) inversion scheme. The proposed scheme was tested over a synthetic three-dimensional (3D) subsurface model before deploying it in a field situation. The proposed method indicated that gathering data with simple four-electrode instruments at stations along a line and 2D inversion of datasets at multiple stations can recover depth intervals of the studied aquifer in the hydrogeological setting even if it has a 3D structure. In this study, 2D inversion of parallel profiles formed a pseudo-3D volume of the subsurface resistivity structures and mapped out multiple resistive (>25 ohm·m) bodies at shallow (between 50–100 m) and deep sections (>150 m). In general, the proposed method is convenient to encounter geological units that have limited vertical and spatial extensions in any direction and presents resistivity contrast from groundwater-bearing geologic materials.  相似文献   

12.
以豫北山前冲洪积扇含水层为研究对象,探讨1:5万冲洪积扇含水层水质调查方法。该方法由工作量预部署、野外调查和取样点布设3个阶段组成。工作量预部署阶段,以前期调查资料为基础,编制工作区地形地貌、潜在污染源、地下水流场和水化学类型演变图,并赋值叠加形成不同调查点密度分区的野外工作图,宏观控制调查工作量; 野外调查阶段,重视pH值、溶解氧、电导率和氧化还原电位的测定与质量控制,根据调查区块环境状况调整调查点密度,布点兼顾地下水点与非地下水点及不同深度水点间的比例; 取样点布设阶段,以地质环境对含水层进行分区,以不同深度水井地下水功能对含水层进行分层。利用调查点现场水化学参数,识别并圈定水质变异区,分别采用判断法和均布法布设水质变异区和水质正常演化区取样点。该方法可为类似地区开展高精度地下水水质或污染调查提供参考。  相似文献   

13.
Drilling information, historical water table levels, groundwater salinity records of the existing water wells in Wadi Al Bih area, United Arab Emirates, were stored in a geodatabase and used to characterize the geological and hydrogeological settings of this area. A 2D earth resistivity imaging survey was conducted for the first time in the Northern UAE to determine the potential of the Quaternary aquifer and its groundwater quality in the areas where there are no monitoring wells. The results of the chemical analyses of the collected groundwater samples together with the inversion results of the resistivity data were used to draw a total salinity map and determine the spatial variations in groundwater quality. The inversion results of the 2D earth resistivity imaging data indicated that the Quaternary aquifer in the study area is in a good connection with the underlying carbonate aquifer. It also indicated that the carbonate aquifer is of major regional and vertical extension and it contains the fresh water in this area. The data stored in the developed database were used to produce different types of geopotential maps.  相似文献   

14.
This paper presents the combination of two complementary methods, magnetic and joint inversion of resistivity/TEM data, as an effective approach to characterize groundwater reservoirs. Twenty stations of transient electromagnetic (TEM) and vertical electrical soundings (VES) were measured and interpreted using a joint inversion technique to evaluate the subsurface low resistivity zones connected to the groundwater reservoir. A complementary survey including 871 land magnetic stations was carried out at the same area to detect the upper surface of the basaltic sheet, which represents the bottom of the Miocene aquifer in the study area. The geological log from one borehole drilled in the zone was used to partially calibrate the calculated models. The results revealed that the study area consists of five different geological units with ages ranging from Paleogene (Oligocene) to Quaternary. The methodology provides good results at a very low cost when compared with drilling boreholes.  相似文献   

15.
如何科学评估野外场地条件下的地下水径流模数对于满足工程水文地质需求具有重要应用价值.结合现场调查、遥感解译和气象水文观测等技术手段,通过建立线性回归模型,开展了帕隆藏布流域场地条件下的地下水径流模数估算研究.结果表明:研究区具有典型的季节性积雪融雪规律.冬季积雪在夏季大量融化产流,作为地下水的一个额外补给源.去除融雪产流对径流模数影响后,研究区岩浆岩裂隙型、变质岩裂隙型、碎屑岩裂隙型、碳酸盐岩-碎屑岩裂隙溶隙型含水介质地下水径流模数分别在1.081~2.792 L/s·km2、1.833~3.225 L/s·km2、1.128~2.889 L/s·km2、3.455~3.879 L/s·km2之间.估算结果显示本文所建立的地下水径流估算模型可作为藏东南地区及类似条件区域地下水径流模数估算新方法,为雅鲁藏布江下游梯级开发等大型基础工程提供重要的水文地质参数支撑.   相似文献   

16.
李霞  文章  梁杏  马腾  陈晨 《地球科学》2017,42(5):743-750
含水层的水文地质参数是进行地下水资源计算、地下水污染防控等所必需的基础数据,结合数值模拟技术进行含水层参数反演很有必要.按照1:5万水文地质调查规范在江汉平原仙桃市杨林尾镇复兴水厂不同含水层位开展抽水试验,包括深层含水层单孔抽水试验以及浅层含水层中群孔(2孔)抽水试验.对于单孔抽水试验,应用第1类越流系统井流理论进行参数反演;对于群孔抽水试验,推导了特定综合井函数,并利用特定标准曲线匹配法和直线图解法求解了含水层参数.随后利用FEFLOW软件建立了相应数值模型,拟合了含水层参数.结果表明:浅层含水层的渗透系数变化范围为21.66~54.00 m/d,贮水率变化范围为1.28×10-5~8.00×10-4 m-1;深层含水层渗透系数变化范围为1.27~7.00 m/d,贮水率变化范围为3.90×10-6~5.00×10-6 m-1.对于深层承压含水层而言,越流补给量较大.采用数值模拟方法结合抽水试验数据求参,综合考虑了含水层结构,拟合效果好,所得结果更加可靠.   相似文献   

17.
The use of resistivity sounding and two-dimensional (2-D) resistivity imaging was investigated with the aim of delineating and estimating the groundwater potential in Keffi area. Rock types identified are mainly gneisses and granites. Twenty-five resistivity soundings employing the Schlumberger electrode array were conducted across the area. Resistivity sounding data obtained were interpreted using partial curve matching approach and 1-D inversion algorithm, RESIST version 1.0. The 2-D resistivity imaging was also carried out along two traverses using dipole–dipole array, and the data obtained were subjected to finite element method modeling using DIPRO inversion algorithm to produce a two-dimensional subsurface geological model. Interpretation of results showed three to four geoelectrical layers. Layer thickness values were generally less than 2 m for collapsed zone, and ranged from 5 to 30 m for weathered bedrock (saprolite). Two major aquifer units, namely weathered bedrock (saprolite) aquifer and fractured bedrock (saprock) aquifer, have been delineated with the latter usually occurring beneath the former in most areas. Aquifer potentials in the area were estimated using simple schemes that involved the use of three geoelectrical parameters, namely: depth to fresh bedrock, weathered bedrock (saprolite) resistivity and fractured bedrock (saprock) resistivity. The assessment delineated the area into prospective high, medium and low groundwater potential zones.  相似文献   

18.
云应盆地东北部属鄂北贫水地区,赋存于古近系—第四系含水层中的地下水是当地生产、生活用水的主要来源,亟需查明含水层的结构、含水层间地下水的转化关系等基本条件,为研究区内合理开发利用地下水提供依据。本研究通过野外水文地质调查、水文地质钻探工作,将研究区划分为单层含水层与双层含水层结构两个亚区(6个小区)。并通过地下水水位动态长期监测,获取了区内不同含水层的水位动态变化特征,分析各含水层之间的水力联系,建立了区域地下水转化的概念模式,即:研究区地下水以接受山前降雨入渗及风化裂隙水侧向径流补给为主,主要以水平径流的形式经古近系孔隙-裂隙含水层及第四系孔隙承压含水层往澴水方向运移,而后进入第四系孔隙潜水含水层。地下水和地表水在不同季节补排模式不同,雨季地表水(澴水)补给地下水,旱季地下水向地表水(澴水)排泄。古近系孔隙-裂隙水与上覆第四系孔隙水联系密切互为补给,共同构成具有统一水力联系的垂向多层结构的含水系统。独特的含水层结构决定了区内地下水接受降水补给的条件较差,地下水可开采资源量总体较贫乏,建议重点利用区域地表水资源,适度开发地下水资源,推进农业节水灌溉工程,实现水资源可持续利用。  相似文献   

19.
In the Kushkak Valley (Khuzestan, Southwest Iran) an anticlinal structure has partially impounded an ephemeral stream. This natural impounded area has been chosen for an artificial recharge site due to its current rate of recharge, capability to store water and favorable situation for the construction of man-made barriers to stream flow. The aquifer to be recharged is the Kushkak unconfined aquifer which consists of medium to coarse-grained alluvial deposits that overlie consolidated conglomerate rock. In this semi-arid area with infrequent relatively heavy falls of rain, alluvial aquifer recharge can be an important process that sustains shallow, over-exploited groundwater bodies. In this investigation a multidisciplinary approach including: hydrometerological studies, and a detailed hydrogeochemical survey, have been carried out. Other essential prerequisite parameters for the scheme were also taken into account to determine the suitability of this location for groundwater artificial recharge. The assessment has brought out that (1) the proposed reservoir will conserve a major part of the water being lost, (2) annual runoff of about 0.27 MCM can be injected into the aquifer through recharge from impounded water, (3) hydrochemical data from surface water and from the Kushkak aquifer water demonstrates that dilution and change in compositional trend in the groundwater proximal to the impounded alluvial bed areas would be expected based on the infiltration capacity of this site, and (4) cost–benefit ratio of the project is 1:2 and it is assumed to recover the investment within six years.  相似文献   

20.
地下水资源是北京供水系统的支柱,设立地下水水源地保护区,是保护水源地最大可能免受人类活动影响、保证水质安全的重要措施。论文以北京市某典型水源地为例,在收集相关水文地质勘查、长期动态观测、水源地开采现状、规划及周边污染源调查等成果资料的基础上,建立了地下水系统水文地质概念模型,模拟出地下水流场。通过质点追踪技术,计算水源地水力捕获带范围。综合考虑水源地周边地形、地物和潜在风险污染源等因素,确定了水源地保护区的范围。结果表明,数值模拟法能客观详细地刻画实际地下水含水层的结构与水文地质条件,划分结果可靠、准确,能为地下水管理部门提供有效合理的保护依据。  相似文献   

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