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1.
Thomas F. Corbet 《Hydrogeology Journal》2000,8(3):310-327
Numerical simulation was used to enhance conceptual understanding of the post-Pleistocene hydrogeology of a layered sequence
of clastic and evaporite sediments. This work is part of an effort to evaluate the suitability of the Waste Isolation Pilot
Plant (WIPP), New Mexico, USA, as a repository for transuranic waste. The numerical model is three-dimensional, extends laterally
to topographic features that form the actual boundaries of a regional groundwater system, and uses a free surface with seepage
face as an upper boundary condition to simulate the effect of change in recharge rate on the position of the water table.
Simulation results suggest that the modern-day flow field is still adjusting to the drying of the climate that has occurred
since the end of the Pleistocene Epoch. A wetter climate at the end of the Pleistocene resulted in a shallow water table,
and patterns of groundwater flow were controlled by the intermediate features of the land-surface topography. As the climate
became drier and the water table declined, groundwater flow began to increasingly reflect the land-surface topography at the
scale of the entire groundwater basin. The modern-day flow pattern has not equilibrated with either the present recharge rate
or the position of the water table.
Received, November 1998/Revised, December 1999/Accepted, January 2000 相似文献
2.
自Tóth提出地下水流系统理论以来,大多学者基于定水头上边界的解析解或数值模拟研究地下水流系统发育特征,尤其是多级水流系统模式。认为复杂的盆地"地形势"就会发育多级地下水流系统,简单地形发育单一地下水流系统。利用自主研发的地下水流系统砂槽模型进行系列实验发现,实验条件下(模型尺寸、介质和多个河谷不变)水流系统的发育受控于降水入渗强度。得出随着降水入渗强度的增大,水流系统模式由单一的区域水流系统,到复杂的多级次水流系统,再到局部的水流系统的结论;盆地多个势汇中,只有实际成为地下水排泄点的汇势才能影响地下水流系统模式,而其他的势汇只是可能的潜在势汇。实验表明,用定流量上边界(降水入渗强度)能够更好地揭示盆地地下水流系统模式发育与变化机理。 相似文献
3.
目前对潜水含水层地下水潮汐效应和水文地质参数求解方法的研究相对较少.通过对福建古雷半岛滨海潜水含水层地下水潮汐效应和海水潮汐动态的观测, 运用Fourier频谱分析方法确定了研究区海水潮汐波动方程(波动特征参数), 并以此作为地下水的边界条件, 推导了潜水含水层地下水潮汐效应的波动方程, 利用最小二乘法以地下水水位波动观测值为目标函数对潜水含水层的渗透系数与重力给水度的比值进行了反演识别, 为类似地区水文地质参数的确定提供了借鉴, 也为该区后续地下水中溶质迁移规律的研究奠定了基础. 相似文献
4.
地下水流数值模拟是高放废物处置库选址中水文地质评价的重要内容.水文地质概念模型是地下水流数值模拟的基础和前提.在北山预选区水文地质分析基础上,利用DEM数据生成了研究区地表水系,据此确定了模拟范围;借助GMS软件,建立了研究区三维水文地质结构模型;再通过边界条件、流场特征、地下水均衡项和水文地质参数的分析和描述,建立了北山地区水文地质概念模型. 相似文献
5.
Extraction and accuracy assessment of high-resolution DEM and derived orthoimages from ALOS-PRISM data over Sahel-Doukkala (Morocco) 总被引：1，自引：1，他引：0
Adnane Habib Nadia Akdim Fatima-ezzahra El Ghandour Kamal Labbassi Kourosh Khoshelham Massimo Menenti 《Earth Science Informatics》2017,10(2):197-217
In Sahel-Doukkala, which is characterized by lands of a relatively low relief, global DEMs and DEMs generated from digitizing topographic maps, have been the primary source of several multidisciplinary researches. Although these products present a great value of the conducted research, the level of the given accuracy is not sufficient enough for detailed geospatial analysis. These requirements led us to generate a high-resolution DEM as an alternative of available global DEMs or/and DEMs generated from digitizing topographic maps. In this study, we present a workflow to extract high-resolution DEM at 5 m resolution and derived orthoimages from ALOS-PRISM data over Sahel-Doukkala, through photogrammetric techniques, using a variation of GCPs obtained from topographic maps at scale 1:25,000. The accuracy of the generated products is reported according to NSSDA standards. Using ten GCPs, a PRISM-DEM with 3.88 m vertical accuracy and 11.60 m horizontal accuracy, both at 95% confidence level is obtained. This DEM will serve as base dataset for further detailed geospatial analysis and mapping applications in order to identify the relationship between surface parameters and groundwater, and also to assess and understand all factors influencing the development of karst landscapes and consequently subsurface stability in the investigated area. 相似文献
6.
Digital elevation models (DEMs) are widely relied upon as representations of the Earth's topographic morphology. The most widely used global DEMs available are ETOPO5, TerrainBase and JGP95E at a 5‐arc‐minute spatial resolution, and the GTOPO30 and GLOBE (version 1) global DEMs at a 30‐arc‐second spatial resolution. This paper presents the results of intercomparisons of these global DEMs over Australia, and with the GEODATA 9‐arc‐second DEM (version 1) of Australia. These DEMs were also compared to an independently produced, altimeter‐derived orthometric height database. This allows not only a totally independent assessment of the quality of these different DEMs over Australia, but also an insight into the ERS‐1 radar altimeter's ability to measure orthometric heights on land. The results of all these comparisons reveal large differences among the DEMs, with the greatest difference between JGP95E and ETOPO5 (mean 49 m, standard deviation ±274 m). The comparison with the altimeter‐derived database shows good agreement with the version 1 GEODATA DEM (mean 2 m, standard deviation ±27 m), thus demonstrating that the altimeter is a viable method for quality assessment of DEMs in lowland regions. A further conclusion is that the representation of the Australian land surface in both the JGP95E and TerrainBase global DEMs is more accurate than the higher resolution GLOBE (version 1) global DEM, even though JGP95E displays a disparity along the 140°E meridian because of the different data sources used in its construction. 相似文献
7.
岩溶区地表水与地下水资源及环境统一评价的流域边界划分研究 总被引：1，自引：1，他引：0
岩溶地区地表水流域与地下水流域边界的分异形式有三类,即:地表分水岭与地下水流域边界在平面分布上基本一致;地表分水岭超出了地下水流域边界;地下水流域边界超出了地表分水岭。岩溶区地表水与地下水耦合流域的顶界为地表水流域的水面及下垫面,底界为浅循环潜水含水层或潜水—承压含水层下伏的隔水层顶面,在大厚度岩溶含水层分布区,可以弱岩溶发育带的顶面作为底界。其中地表水与地下水两个子系统间的次级边界,为地表水流域的下垫面。结合专门调查（勘查）评价和区域调查评价的特性,提出评价单元划分的原则及方法。这有助于在新一轮自然资源调查评价中,以流域为单元系统地开展水资源及环境调查评价,实行地表水和地下水资源及环境的统一管理。 相似文献
8.
9.
在详细调查基础上,采用系统科学及水文地质分析方法,依据地形地貌、地层岩性、地质构造、示踪试验、地下水排泄基准面、喀斯特发育条件及发育规律等剖析论证流域边界,并通过钻探及示踪试验进行验证。研究结果:（1）对泸西喀斯特断陷盆地南东部的水系统边界向北移进行了修正,证实了三塘一带深部不发育的喀斯特是地下水分水岭边界,使得泸西喀斯特断陷盆地流域的径流系统和边界圈化更加准确;（2）泸西喀斯特断陷盆地流域地表水、地下水转化频繁,地表水径流特征主要以小江河在水库、河流、伏流间的径流转化过程为体现,地下水在侵溶山区接受大气降水补给后,上层径流以泉、暗河的形式在泸西盆地底面排泄后转化成地表水,最终汇集于盆地南部、通过工农隧洞及落水洞排向小江,而下层径流则以小江水面为基准,通过深层径流排泄。 相似文献
10.
昆明大板桥岩溶地下水系统污染边界及其防污性能研究 总被引：2，自引：2，他引：0
大板桥岩溶地下水系统是滇东断陷盆地区较典型的裸露—覆盖型岩溶地下水系统,文章中定义了岩溶地下水系统污染边界,进行了大板桥岩溶地下水系统分级,即大板桥裸露—覆盖型岩溶水一级系统及横山—龙泉寺裸露型子系统和大板桥—阿地村覆盖型子系统两个二级子系统,确定了大板桥岩溶地下水系统侧向边界、裸露区顶界、裸露型子系统与覆盖型子系统的边界及覆盖区顶界四种裸露—覆盖型岩溶地下水系统污染边界,并对边界防污性能进行了研究,认为裸露区顶界防污性能弱、裸露型子系统与覆盖型子系统的侧向边界防污性能较弱,覆盖区顶界防污性能强。 相似文献
11.
利用高精度的SRTM 数字高程模型（DEM）,定量勾画出青藏高原东南缘大尺度地形地貌的特征。分析表明,高原东南缘地貌特征为“负地形”,即海拔高程与地形坡度,与地形起伏度之间均为负相关关系,与高原中部的“正地形”--海拔高程或地形坡度与地形起伏度之间呈正相关关系,形成鲜明对比。但是,在高原东南缘,在河谷之间保留有高海拔、低起伏的残留面。这些残留面与高原内部的平坦面具相似的渐变地貌特征,从腹地的正地形逐渐变为川西的高海拔平坦面与深切河谷相间的负地形。虽然随着河流下切深度往南逐渐增加,残留面虽越来越少,但仍然可以识别,最终终止在雅砻江逆冲断裂带附近,该断裂带以南地区没有明显负地形特征。北东向展布的雅砻江逆冲断裂带对应着50～200 km宽的地形相对陡变带。综合区域新构造和构造地貌研究的最新成果表明： 1）雅砻江逆冲断裂带可能代表着现今正经受侵蚀改造和弱化的高原老边界,该边界以北和以南地区抬升历史不同; 2）三江地区的峰值抬升期已过,目前以侵蚀为主。虽然不能排除与河流侵蚀对应的均衡反弹抬升作用,但具有真正意义的地壳增厚型的构造抬升较弱。国际上流行的高原东缘下地壳流动模式的依据之一是从高原内外流分界线到南中国海,存在一个区域上延伸数千公里的抬升前低海拔“类夷平面”的残留面。地貌特征,构造和地质综合分析都表明高原东缘不存在这样的类夷平面,不支持解释高原东缘地形演化和相应构造变形的下地壳流动模式。 相似文献
12.
Expanding groundwater datasets collected by automated sensors, and improved groundwater databases, have caused a rapid increase in calibration data available for groundwater modeling projects. Improved methods of subsurface characterization have increased the need for model complexity to represent geological and hydrogeological interpretations. The larger calibration datasets and the need for meaningful predictive uncertainty analysis have both increased the degree of parameterization necessary during model calibration. Due to these competing demands, modern groundwater modeling efforts require a massive degree of parallelization in order to remain computationally tractable. A methodology for the calibration of highly parameterized, computationally expensive models using the Amazon EC2 cloud computing service is presented. The calibration of a regional-scale model of groundwater flow in Alberta, Canada, is provided as an example. The model covers a 30,865-km2 domain and includes 28 hydrostratigraphic units. Aquifer properties were calibrated to more than 1,500 static hydraulic head measurements and 10 years of measurements during industrial groundwater use. Three regionally extensive aquifers were parameterized (with spatially variable hydraulic conductivity fields), as was the aerial recharge boundary condition, leading to 450 adjustable parameters in total. The PEST-based model calibration was parallelized on up to 250 computing nodes located on Amazon’s EC2 servers. 相似文献
13.
Digital elevation models (DEMs) used in geospatial analysis like the simulation of geophysical flows, such as floods, landslides, and block and ash flows, differ in resolution, acquisition time and generation methodology, which results in varied representation of topographic features. This study investigates the effects of DEMs on the output of a granular flow model, TITAN2D by comparing the output using different DEMs to that obtained with a “true” representation of the terrain, which is considered to be that obtained by using TOPSAR 5 m data. Seven DEMs at four resolutions from four sources were used for Mammoth Mountain, California, a cumulodome volcano. TITAN2D was run for seven different locations of an eruption of a potential dome and two different collapse volumes. The resulting outputs were subsequently compared with TOPSAR 5 m output, and qualitative and statistical inferences were drawn. DEMs with different resolutions and sources generated different outputs that led to different flow maps. For moderate and smaller scale flows ( $\mathcal{O}(10^4)$ m3 – $\mathcal{O}(10^5) \,\text{m}^3$ ), different representations can affect the computation of accurate footprint of the flow and fine DEM resolution is critical for correct characterization of these flows. 相似文献
14.
It is suggested that in a localized remnant of Kalahari sand at Dufuya, central Zimbabwe, groundwater flows in an integrated pattern inherited from the paleochannel network of the underlying gneiss. Contact springs occur at discrete localities along the Kalahari sand/gneiss boundary and are associated with spring sapping and land surface subsidence. Subsidence is presumed to be due to preferential solute removal by leaching and dissolution as a result of concentration of groundwater flow within the buried paleochannel network and the location of the springs is presumed to occur where the paleochannel network intersects the Kalahari sand/gneiss boundary. Over time the surficial Kalahari sand is preferentially removed along these buried drainage lines by spring sapping and headwards erosion, exposing the gneiss. Multi-electrode direct current resistivity profiling and radar have been used to map the sub-surface, revealing the topography of the basement and nature of the Kalahari cover. Coincidence of gneiss basement depressions with the spring sites, leached sands and subsidence zones suggests inheritance of the gneiss fluvial paleochannel network pattern by the present day groundwater flow. Washed sand and gravel intersected in shallow boreholes in these areas provides further evidentiary support for the concept of inherited drainage. 相似文献
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16.
Arun Mondal Deepak Khare Sananda Kundu Sandip Mukherjee Anirban Mukhopadhyay Surajit Mondal 《地学前缘(英文版)》2017,8(3):425-436
Digital Elevation Model (DEM) is one of the important parameters for soil erosion assessment. Notable uncertainties are observed in this study while using three high resolution open source DEMs. The Revised Universal Soil Loss Equation (RUSLE) model has been applied to analysis the assessment of soil erosion uncertainty using open source DEMs (SRTM, ASTER and CARTOSAT) and their increasing grid space (pixel size) from the actual. The study area is a part of the Narmada river basin in Madhya Pradesh state, which is located in the central part of India and the area covered 20,558 km2. The actual resolution of DEMs is 30 m and their increasing grid spaces are taken as 90, 150, 210, 270 and 330 m for this study. Vertical accuracy of DEMs has been assessed using actual heights of the sample points that have been taken considering planimetric survey based map (toposheet). Elevations of DEMs are converted to the same vertical datum from WGS 84 to MSL (Mean Sea Level), before the accuracy assessment and modelling. Results indicate that the accuracy of the SRTM DEM with the RMSE of 13.31, 14.51, and 18.19 m in 30, 150 and 330 m resolution respectively, is better than the ASTER and the CARTOSAT DEMs. When the grid space of the DEMs increases, the accuracy of the elevation and calculated soil erosion decreases. This study presents a potential uncertainty introduced by open source high resolution DEMs in the accuracy of the soil erosion assessment models. The research provides an analysis of errors in selecting DEMs using the original and increased grid space for soil erosion modelling. 相似文献
17.
The mobility of gravity-driven granular flows such as debris flows or pyroclastic density currents are extremely sensitive
to topographic changes, such as break in slopes, obstacles, or ravine deviations. In hazard assessment, computer codes can
reproduce past events and evaluate hazard zonation based on inundation limits of simulated flows over a natural terrain. Digital
Elevation Model (DEM) is a common input for the simulation algorithm and its accuracy to reproduce past flows is crucial.
In this work, we use TITAN2D code to reproduce past block-and-ash flows at Colima volcano (Mexico) over DEMs with different
cell size (5, 10, 30, 50, and 90 m) in order to illustrate the influences of the resolution on the numeric simulations. Our
results show that topographic resolution significantly affects the flow path and runout. Also, we found that simulations of
past flows with the same input parameters (such as the basal friction angle) over topography with different resolutions resulted
in different flow paths, areas, and thickness of the simulated flows. In particular, the simulations performed with the 5-
and 10-m DEMs produced similar results. Also, we obtained consistent simulation results for the 30- and 50-m DEMs. However,
for the coarser 90-m DEM results are largely different and inaccurate. We recommend generating a benchmark table in order
to acquire characteristic values for the basal friction angle of studied events. In case of rugged topographies, a DEM with
high resolution should be used for more confident results. 相似文献
18.
起伏地形对可控源音频大地电磁(CSAMT)响应具有强烈的影响,因此在CSAMT数据处理解释时需要考虑地形。同时,实际的地下地质情况和地表的地形情况通常比较复杂,地质结构和地形大部分情况下都是三维的。在水平地表三维有限差分CSAMT数值模拟算法的基础上,推导了利用地下交错网格采样点处的总磁场计算起伏地形下空气-地下介质分界面处的总电场和总磁场的表达式,从而实现了起伏地形下三维CSAMT数值模拟算法。在算法实现过程中,采用伪δ函数代替麦克斯韦方程中的场源项和直接计算总场的策略,避免了原有的将总场分离成背景场和二次场的策略在复杂地质条件下难以选择合适背景电阻率的问题。为了直接模拟总场,起伏地形下三维CSAMT数值模拟算法给出了新的三维正演方程的边界条件。将模拟水平地表三维异常体和三维山峰地形两个理论模型得到的响应结果与前人算法的计算结果进行对比,验证了所实现算法的正确性和有效性。 相似文献
19.
Noureddıne Guezgouz Djamel Boutoutaou Houarı Zeggane Azzedıne Chefrour 《Arabian Journal of Geosciences》2017,10(15):336
Water resources in Algeria are mainly controlled by climate change which creates enormous problems in its planning, management and distribution. While the surface water resources are perfectly managed and operated by means of dams and small dams built for several years, the groundwater resources remain long unknown and unusable because of the lack of relevant working tools (e.g., methods, formulas, maps, etc.) for planners and engineers working in the field of water resources exploration. To highlight the hydrodynamic processes of groundwater in shallow aquifers of the basins of northern Algeria, we conducted a study using 81 subwatersheds collected from different locations at the basins; taking into account the climatic and geomorphological factors, to understand water usage trends, analyse patterns, tap good shallow aquifers and ensure long lasting supplies of water through arid periods, mapping and modelling of groundwater are fundamental to problem resolution. Multivariate statistical techniques as well as cluster and principal component analysis were applied to the data on groundwater flow, with the objective of defining the main controls on the groundwater flows at the basins. These statistical techniques showed the presence of three groundwater flow groups with increasing importance according to precipitation. The first group was mainly influenced by climatic factors, the second was more controlled by the communication between the surface and underground flows and the third group revealed the influence of geomorphological factors on groundwater flows. 相似文献
20.
Brijesh Kumar Kanhu Charan Patra Venkat Lakshmi 《Journal of the Geological Society of India》2017,89(1):65-70
Digital elevation model (DEM) is one of the input data derived from different satellite sensors for hydrologic and hydraulic modelings. Two prime questions could be answered before using these DEMs. First, the acceptability of datasets for our use and second appropriate resolution of the dataset. Three widely used DEMs SRTM 30m, ASTER 30m and SRTM 90m are analyzed to evaluate their suitability to delineate river network and basin boundary area. The hydrology tool of spatial analyst extension inbuilt in ArcGIS 10.2 (which uses the D8 method for calculation of flow direction) has been used for the delineation of both river networks and basin boundary. The assessment of river network alignment and boundary delineation is carried out in the seven sub-catchments of Gandak river basin having different morphological characteristics. The automatically delineated boundary area for all the three DEMs reflects a significant difference when compared with the digitized basin area from the Ganga flood control commission (GFCC) map. The maximum boundary area delineation error is 39137.20 km2 forASTER 30m, and minimum delineation error of 13239.28 km2 for SRTM 90m. In the stream network, delineation accuracy is good for SRTM 90m while, except Gandak trunk, ASTER 30m DEM shows better delineation accuracy indicated by mean absolute error (MAE) and standard deviation (SD). 相似文献