共查询到20条相似文献,搜索用时 36 毫秒
1.
M. Giudici F. Delay G. de Marsily G. Parravicini G. Ponzini A. Rosazza 《Stochastic Environmental Research and Risk Assessment (SERRA)》1998,12(3):191-204
The Differential System Method (DSM) permits identification of the physical parameters of finite-difference groundwater flow
models in a confined aquifer when piezometric head and source terms are known at each point of the finite-difference lattice
for at least two independent flow situations for which the hydraulic gradients are not parallel. Since piezometric head data
are usually few and sparse, interpolation of the measured data onto a regular grid can be performed with geostatistical techniques.
We apply kriging to the sparse data of a synthetic aquifer to evaluate the stability of the DSM with respect to uncorrelated
measurement errors and interpolation errors. The numerical results show that the DSM is stable. 相似文献
2.
We investigated the effect of conditioning transient, two-dimensional groundwater flow simulations, where the transmissivity
was a spatial random field, on time dependent head data. The random fields, representing perturbations in log transmissivity,
were generated using a known covariance function and then conditioned to match head data by iteratively cokriging and solving
the flow model numerically. A new approximation to the cross-covariance of log transmissivity perturbations with time dependent
head data and head data at different times, that greatly increased the computational efficiency, was introduced. The most
noticeable effect of head data on the estimation of head and log transmissivity perturbations occurred from conditioning only
on spatially distributed head measurements during steady flow. The additional improvement in the estimation of the log transmissivity
and head perturbations obtained by conditioning on time dependent head data was fairly small. On the other hand, conditioning
on temporal head data had a significant effect on particle tracks and reduced the lateral spreading around the center of the
paths. 相似文献
3.
D. L. Hughson A. Gutjahr 《Stochastic Environmental Research and Risk Assessment (SERRA)》1998,12(3):155-170
We investigated the effect of conditioning transient, two-dimensional groundwater flow simulations, where the transmissivity
was a spatial random field, on time dependent head data. The random fields, representing perturbations in log transmissivity,
were generated using a known covariance function and then conditioned to match head data by iteratively cokriging and solving
the flow model numerically. A new approximation to the cross-covariance of log transmissivity perturbations with time dependent
head data and head data at different times, that greatly increased the computational efficiency, was introduced. The most
noticeable effect of head data on the estimation of head and log transmissivity perturbations occurred from conditioning only
on spatially distributed head measurements during steady flow. The additional improvement in the estimation of the log transmissivity
and head perturbations obtained by conditioning on time dependent head data was fairly small. On the other hand, conditioning
on temporal head data had a significant effect on particle tracks and reduced the lateral spreading around the center of the
paths. 相似文献
4.
Rainfall data are a fundamental input for effective planning, designing and operating of water resources projects. A well‐designed rain gauge network is capable of providing accurate estimates of necessary areal average and/or point rainfall estimates at any desired ungauged location in a catchment. Increasing network density with additional rain gauge stations has been the main underlying criterion in the past to reduce error and uncertainty in rainfall estimates. However, installing and operation of additional stations in a network involves large cost and manpower. Hence, the objective of this study is to design an optimal rain gauge network in the Middle Yarra River catchment in Victoria, Australia. The optimal positioning of additional stations as well as optimally relocating of existing redundant stations using the kriging‐based geostatistical approach was undertaken in this study. Reduction of kriging error was considered as an indicator for optimal spatial positioning of the stations. Daily rainfall records of 1997 (an El Niño year) and 2010 (a La Niña year) were used for the analysis. Ordinary kriging was applied for rainfall data interpolation to estimate the kriging error for the network. The results indicate that significant reduction in the kriging error can be achieved by the optimal spatial positioning of the additional as well as redundant stations. Thus, the obtained optimal rain gauge network is expected to be appropriate for providing high quality rainfall estimates over the catchment. The concept proposed in this study for optimal rain gauge network design through combined use of additional and redundant stations together is equally applicable to any other catchment. © 2014 The Authors. Hydrological Processes published by John Wiley & Sons Ltd. 相似文献
5.
Geothermal activity creates destabilising temperature gradients which are significant in some aquifers. Usually, in such aquifers stabilising salinity gradients also exist. The combination of temperature and salinity distribution in the aquifer may induce various types of hydrodynamic instabilities which were identified in a previous article. The present article concerns the effect of anisotropic characteristics of the hydrodynamic dispersion on the growth of instabilities in the aquifer. Three different mechanisms may lead to instability of the flow field: (a) buoyancy forces may induce convection currents; if the difference between the convection velocity of salt, due to the hydraulic gradients, and that of heat is negligible, then this mechanism is generally most effective in planes parallel to the hydraulic velocity of the fluid (velocity due to the hydraulic gradient); (b) the difference between heat and salt effective diffusivities may lead to overstability; this mechanism is most effective in planes perpendicular to the hydraulic velocity; (c) the difference between the convection velocity of salt and that of heat may induce oscillations which are most effective in planes parallel to the hydraulic velocity. The growth of instabilities in an aquifer of unlimited length is different from their growth in an aquifer of limited length. In the latter thermohaline convection develops in planes perpendicular to the hydraulic velocity, whereas in the former it develops in planes forming an angle θ with the hydraulic gradient. The development of convection cells in the flow field is identified by numerical experiments. These experiments identify the convection cell length and the angle formed between the thermohaline convection plane and the hydraulic gradient. 相似文献
6.
《水文科学杂志》2013,58(5):1038-1050
Abstract Universal kriging is applied to the command area of a set of canal irrigation projects in north-western India to show its applicability for optimal contour mapping of groundwater levels. This command area faces the problem of a rising groundwater table and manifestation of waterlogging over the years at many places. With the use of measured elevations of the water table in September 1990 at 143 observation sites in an area of 4500 km2, an omni-directional experimental semivariogram was constructed. The concave upward shape of omni-directional experimental semivariogram indicated the non-stationarity of the data and so the need for universal kriging. Directional semivariograms were calculated to find out the direction along which there is least drift. This directional semivariogram was considered as the underlying semivariogram and various theoretical semivariogram models were fitted to it. The drift order was estimated from the cross-validation procedure. The model and drift order finally selected were used to estimate the groundwater levels and corresponding estimation variances at the nodes of a square grid of 2 km × 2 km, and to develop the corresponding contour map. 相似文献
7.
Peter K. Kitanidis 《Stochastic Environmental Research and Risk Assessment (SERRA)》1996,10(4):279-294
This work presents analytical expressions for the best estimate, conditional covariance function, and conditional realizations of a function from sparse observations. In contrast to the prevalent approach in kriging where the best estimates at every point are determined from the solution of a system of linear equations, the best-estimate function can be represented analytically in terms of basis functions, whose number depends on the observations. This approach is computationally superior when graphing a function estimate and is also valuable in understanding what the solution should look like. For example, one can immediately see that all singularities in the best-estimate function are at observation points. 相似文献
8.
In this paper, we perform an inverse method to simultaneously estimate aquifer parameters, initial condition, and boundary conditions in groundwater modelling. The parameter estimation is extended to a complete inverse problem that makes the calibrated groundwater flow model more realistic. The adjoint state method, the gradient search method, and the least square error algorithm are combined to build the optimization procedure. Horizontal two‐dimensional groundwater flow in a confined aquifer is exemplified to demonstrate the correlation between unknowns, the contribution of observation, as well as the suitability of applying the inverse method. The correlation analysis shows the connection between storage coefficient and initial condition. Besides, transmissivity and boundary conditions are also highly correlated. More observations at different location and time are necessary to provide sufficient information. A time series of unsteady head is requested for estimation of storage coefficient and initial condition. Observation near boundary is very effective for boundary condition estimation. The observation at pumping well mostly contributes to the estimation of transmissivity. According to all observations, it is possible to identify parameters, initial condition, and boundary condition simultaneously. Furthermore, the results not only illustrate the traditional assumption of known boundary condition but also initial condition, which may cause an incorrect estimation. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
9.
一种求解地球物理参数各向异性的新方法一单位步长变异增量法 总被引:1,自引:0,他引:1
目前在研究地球物理参数的空间变异特性时常常是基于几何各向异性假设,然而实际中几何各向异性假设常常不成立。本文提出了一种求解地球物理参数各向异性的新方法,首先对各方向上的变异值作归一化处理,然后用拟合的方法得到各方向单位步长上的变异性强度,进而实现对全局各向异性的求解。以上海地区合成孔径雷达干涉测量(InSAR)中差分大气延迟样本数据为例,验证了新方法求解各向异性的优越性:新方法的偏差只有6.4%,而基于几何各向异性假设方法的偏差达到了21.2%,而且新方法的运算效率有非常显著的提高。进一步,通过克里金插值交叉验证实验,证明了基于新算法得到的结构函数的插值效果最好,从而从另外一个角度验证了新算法求解的各向异性更准确,更好地表征了区域化变量的空间结构特征。因此,与几何各向异性假设的方法相比,新方法不仅能更准确的描述地球物理参数的各向异性,而且有更高的运算效率,为更准确地估计出所需的地球物理参数奠定了基础。 相似文献
10.
Abou Amani Thierry Lebel 《Stochastic Environmental Research and Risk Assessment (SERRA)》1998,12(2):141-154
Geostatistical techniques are used to quantify the reference mean areal rainfall (ground truth) from sparse raingaugenetworks. Based on the EPSAT-Niger event cumulative rainfall, a linear relationship between the ground truth considered as the mean area rainfall estimated from the densely available raingauge network and the area rainfall estimated from sparse network are derived. Also, a linear relationship between the ground truth and point rainfall is established. As it was reported experimentally by some authors, the slope of these relationships is less than one. Based on the geostatistical framework, the slope and the ordinate at the origin can be estimated as a function of the spatial structure of the rainfall process. It is shown that the slope is smaller than one. For the special case of one gauge inside a fixed area or a Field Of View (FOV), an areal reduction factor is derived. It has a limit value which depends only on the size of the area and the spatial structure of the rainfall process. The relative variance error of estimating the FOV cumulative rainfall from point rainfall is also given. 相似文献
11.
The aim of this study was to investigate rainfall–groundwater dynamics over space and annual time scales in a hard‐rock aquifer system of India by employing time series, geographic information system and geostatistical modelling techniques. Trends in 43‐year (1965–2007) annual rainfall time series of ten rainfall stations and 16‐year (1991–2006) pre‐monsoon and post‐monsoon groundwater levels of 140 sites were identified by using Mann–Kendall, Spearman rank order correlation and Kendall rank correlation tests. Trends were quantified by Kendall slope method. Furthermore, the study involves novelty of examining homogeneity of pre‐monsoon and post‐monsoon groundwater levels, for the first time, by applying seven tests. Regression analysis between rainfall and post‐monsoon groundwater levels was performed. The pre‐monsoon and post‐monsoon groundwater levels for four periods – 1991–1994, 1995–1998, 1999–2002 and 2003–2006 – were subjected to geographic information system‐based geostatistical modelling. The rainfall showed considerable spatiotemporal variations, with a declining trend at the Mavli rainfall station (p‐value < 0.05). The Levene's tests revealed spatial homogeneity of rainfall at α = 0.05. Regression analyses indicated significant relationships (r2 > 0.5) between groundwater level and rainfall for eight rainfall stations. Non‐homogeneity and declining trends in the groundwater level, attributed to anthropogenic and hydrologic factors, were found at 5–61 more sites in pre‐monsoon compared with post‐monsoon season. The groundwater declining rates in phyllite–schist, gneiss, schist and granite formations were found to be 0.18, 0.26, 0.21 and 0.14 m year?1 and 0.13, 0.19, 0.16 and 0.02 m year?1 during the pre‐monsoon and post‐monsoon seasons, respectively. The geostatistical analyses for four time periods revealed linkages between the rainfall and groundwater levels. Copyright © 2013 John Wiley & Sons, Ltd. 相似文献
12.
Current stream restoration practices often require anthropogenic manipulation of natural field soils to reconstruct stream banks in the absence of stabilizing vegetation. For this study, researchers conducted laboratory experiments on reconstructed, non‐vegetated stream banks with layered soils experiencing seepage. The objective of the study was to determine the effect of seepage, pore water pressure, and bank geometry on erosion and bank stability of layered streambanks. The experimental design consisted of an intermediate‐size soil lysimeter packed with a sandy clay loam top soil and an underlying fine sand layer at three bank slopes (90°, 45° and 26°). Shallow groundwater flow and seepage resulted in bank failure of geometrically stable banks. Pop out failures, liquid deformation, and piping were all observed failure mechanisms in the underlying sand material, dependent on the bank angle. Groundwater seepage processes created small‐scale failures of the underlying sand leading to larger‐scale failures of the overlying sandy clay loam. The underlying sand layer eroded according to the initial bank angle and change in overburden loading. The overlying loam layer failed along linear failure planes. The gradually sloped bank (i.e. 26° slope) failed faster, hypothesized to be due to less confining pressure and greater vertical seepage forces. Researchers analyzed the laboratory experiments using the Bank Stability and Toe Erosion Model, version 4·1. The model calculated an accurate shear surface angle similar to the failure angle observed in the lysimeter tests. The model predicted failure only for the undercut 90° bank slope, and indicated stable conditions for the other geometries. Steeper initial bank slopes and undercut banks decreased the bank factor of safety. The observed failure mechanisms and measured saturation data indicated an interaction between overburden pressure, seepage forces, and bank slope on bank stability. Future bank stability modeling would benefit by incorporating lateral seepage erosion and soil liquefaction prediction calculations. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
13.
Relationship between point rainfall, average sampled rainfall and ground truth at the event scale in the Sahel 总被引:1,自引:0,他引:1
Geostatistical techniques are used to quantify the reference mean areal rainfall (ground truth) from sparse raingaugenetworks.
Based on the EPSAT-Niger event cumulative rainfall, a linear relationship between the ground truth considered as the mean
area rainfall estimated from the densely available raingauge network and the area rainfall estimated from sparse network are
derived. Also, a linear relationship between the ground truth and point rainfall is established. As it was reported experimentally
by some authors, the slope of these relationships is less than one. Based on the geostatistical framework, the slope and the
ordinate at the origin can be estimated as a function of the spatial structure of the rainfall process. It is shown that the
slope is smaller than one. For the special case of one gauge inside a fixed area or a Field Of View (FOV), an areal reduction
factor is derived. It has a limit value which depends only on the size of the area and the spatial structure of the rainfall
process. The relative variance error of estimating the FOV cumulative rainfall from point rainfall is also given. 相似文献
14.
ABSTRACTA biannual survey of physico-chemical quality indices of 104 irrigation-water wells located in a cultivated plain of a Mediterranean island catchment was conducted using a multi-parameter probe. The campaign was planned so as to differentiate between the dry and wet seasons. The acquired data constituted the test bed for evaluating the results and the features of four spatial interpolation methods, i.e. ordinary kriging, universal kriging, inverse distance weighted and nearest neighbours, against those of the recently introduced bilinear surface smoothing (BSS). In several cases, BSS outperformed the other interpolation methods, especially during the two-fold cross-validation procedure. The study emphasizes the fact that both in situ measurements and good mathematical techniques for studying the spatial distribution of water quality indices are pivotal to agricultural practice management. In the specific case studied, the spatio-temporal variability of water quality parameters and the need for monitoring were evident, as low irrigation water quality was encountered throughout the study area. 相似文献
15.
A. Abo-Monasar 《水文科学杂志》2013,58(2):420-431
AbstractRainfall is the most important input parameter for water resource planning and hydrological studies because flood risk assessment, rainfall harvesting and runoff estimation depend on the rainfall distribution within a region. Due to practical and economic factors, it is not possible to site rainfall stations everywhere, so representative rainfall stations are sited at specific locations. Rainfall distribution is then estimated from such stations. In this study, rainfall distribution in the southwestern region of Saudi Arabia was estimated using kriging, co-kriging and inverse distance weighted (IDW) methods. Historical records of rainfall from 47 stations for the period 1965–2010 and the altitude of these stations were used. The study shows that co-kriging is a better interpolator than the kriging and IDW methods, with a better correlation between actual and estimated monthly average rainfall for the region. 相似文献
16.
Application of the BME approach to soil texture mapping 总被引:3,自引:1,他引:3
D. D'Or P. Bogaert G. Christakos 《Stochastic Environmental Research and Risk Assessment (SERRA)》2001,15(1):87-100
In order to derive accurate space/time maps of soil properties, soil scientists need tools that combine the usually scarce
hard data sets with the more easily accessible soft data sets. In the field of modern geostatistics, the Bayesian maximum
entropy (BME) approach provides new and powerful means for incorporating various forms of physical knowledge (including hard
and soft data, soil classification charts, land cover data from satellite pictures, and digital elevation models) into the
space/time mapping process. BME produces the complete probability distribution at each estimation point, thus allowing the
calculation of elaborate statistics (even when the distribution is not Gaussian). It also offers a more rigorous and systematic
method than kriging for integrating uncertain information into space/time mapping. In this work, BME is used to estimate the
three textural fractions involved in a texture map. The first case study focuses on the estimation of the clay fraction, whereas
the second one considers the three textural fractions (sand, silt and clay) simultaneously. The BME maps obtained are informative
(important soil characteristics are identified, natural variations are well reproduced, etc.). Furthermore, in both case studies,
the estimates obtained by BME were more accurate than the simple kriging (SK) estimates, thus offering a better picture of
soil reality. In the multivariate case, classification error rate analysis in terms of BME performs considerably better than
in terms of kriging. Analysis in terms of BME can offer valuable information to be used in sampling design, in optimizing
the hard to soft data ratio, etc. 相似文献
17.
地震道的非线性混沌反演——Ⅰ.理论和数值试验 总被引:32,自引:5,他引:32
全文以地震道反演的数值实验为例,根据混沌理论讨论了非线性地震反演的以下特性:1.对于带误差的地震数据和极其平滑的初始模型,逐次线性化的迭代过程产生的输出序列最终走向无序,这是非线性反演系统本身的特性决定的;2.迭代(非线性反演)系统是由Poin-care映的或系统方程描述的;3.可以根据地震反问题的特点,用多种不同的方法定义相应的Lyapunov指数,它们的数值和组合是非线性反演系统状态的有效指示;4.取决于系统参数的选取,发现在二维相空间有奇异吸引子的对应物.总之,从混沌理论的角度来研究纯数学的非线性地震反问题,可以揭示某些过去鲜为人知的内在规律性.本文为全文的上篇,主要讨论前两个问题,即理论和地震道反演数值试验结果. 相似文献
18.
Abstract The present research study investigates the application of nonlinear normalizing data transformations in conjunction with ordinary kriging (OK) for the accurate prediction of groundwater level spatial variability in a sparsely-gauged basin. We investigate three established normalizing methods, Gaussian anamorphosis, trans-Gaussian kriging and the Box-Cox method to improve the estimation accuracy. The first two are applied for the first time to groundwater level data. All three methods improve the mean absolute prediction error compared to the application of OK to the non-transformed data. In addition, a modified Box-Cox transformation is proposed and applied to normalize the hydraulic heads. The modified Box-Cox transformation in conjunction with OK is found to be the optimal spatial model based on leave-one-out cross-validation. The recently established Spartan semivariogram family provides the optimal model fit to the transformed data. Finally, we present maps of the groundwater level and the kriging variance based on the optimal spatial model. Editor D. Koutsoyiannis; Associate editor A. Montanari Citation Varouchakis, E.A., Hristopoulos, D.T., and Karatzas, G.P., 2012. Improving kriging of groundwater level data using nonlinear normalizing transformations—a field application. Hydrological Sciences Journal, 57 (7), 1404–1419. 相似文献
19.
本文用Schmidt正交化方法对阻尼ART算法进行了改进,并以此为基础,通过与一种投影迭代法的结合给出一种求解线性方程组的迭代方法,同时指出即使线方程组不相容时,由此法所构造的向量序列将收敛于其Moore-Penrose广义逆解。 相似文献
20.
U. Eigbe M. B. Beck H. S. Wheater F. Hirano 《Stochastic Environmental Research and Risk Assessment (SERRA)》1998,12(1):15-32
The popularity of applying filtering theory in the environmental and hydrological sciences passed its first climax in the
1970s. Like so many other new mathematical methods it was simply the fashion at the time. The study of groundwater systems
was not immune to this fashion, but neither was it by any means a prominent area of application. The spatial-temporal characteristics
of groundwater flow are customarily described by analytical or, more frequently, numerical, physics-based models. Consequently,
the state-space representations associated with filtering must be of a high order, with an immediately apparent computational
over-burden. And therein lies part of the reason for the but modest interest there has been in applying Kalman filtering to
groundwater systems, as reviewed critically in this paper. Filtering theory may be used to address a variety of problems,
such as: state estimation and reconstruction, parameter estimation (including the study of uncertainty and its propagation),
combined state-parameter estimation, input estimation, estimation of the variance-covariance properties of stochastic disturbances,
the design of observation networks, and the analysis of parameter identifiability. A large proportion of previous studies
has dealt with the problem of parameter estimation in one form or another. This may well not remain the focus of attention
in the future. Instead, filtering theory may find wider application in the context of data assimilation, that is, in reconstructing
fields of flow and the migration of sub-surface contaminant plumes from relatively sparse observations.
Received: October 27, 1997 相似文献