Geostatistical analysis and conditional simulation for estimating the spatial variability of hydraulic conductivity in the Choushui River alluvial fan, Taiwan

被引:33
作者
Jang, CS [1 ]
Liu, CW [1 ]
机构
[1] Natl Taiwan Univ, Dept Bioenvironm Syst Engn, Groundwater Res Div, Taipei 10617, Taiwan
关键词
spatial variability; hydraulic conductivity; ordinary kriging; sequential Gaussian simulation; MODFLOW;
D O I
10.1002/hyp.1397
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
This work evaluated the spatial variability and distribution of heterogeneous hydraulic conductivity (K) ill the Choushui River alluvial fan in Taiwan, using ordinary kriging (OK) and mean and individual sequential Gaussian simulations (SGS). A baseline flow model constructed by upscaling parameters was inversely calibrated to determine the pumping and recharge rates. Simulated heads using different K realizations were then compared with historically measured heads. A global/local simulated error between simulated and measured heads was analysed to assess the different spatial variabilities of various estimated K distributions. The results of a MODFLOW simulation indicate that the OK realization had the smallest sum of absolute mean simulation errors (SAMSE) and the SGS realizations preserved the spatial variability of the measured K fields. Moreover, the SAMSE increases as the spatial variability of the K field increases. The OK realization yields small local simulation errors in the measured K field of moderate magnitude, whereas the SGS realizations have small local simulation errors in the measured K fields, with hi,,h and low values. The OK realization of K can be applied to perform a deterministic inverse calibration. The mean SGS method is suggested for constructing a K field when the application focuses on extreme values of estimated parameters and S mall calibration errors, such as in a simulation of contaminant transport in heterogeneous aquifers. The individual SGS realization is useful in stochastically assessing the spatial uncertainty of highly heterogeneous aquifers. Copyright (C) 2004 John Wiley Sons, Ltd.
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页码:1333 / 1350
页数:18
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