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contributor authorFrank T.-C. Tsai
date accessioned2017-05-08T21:24:30Z
date available2017-05-08T21:24:30Z
date copyrightMarch 2009
date issued2009
identifier other%28asce%291084-0699%282009%2914%3A3%28233%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50305
description abstractThis study developed an indicator generalized parameterization (IGP) method to cope with the problem of selecting interpolation points in estimating hydraulic conductivity fields. The IGP method introduced data indicators and d-neighborhoods to describe the actual contribution of sample data to unsampled locations. Moreover, the IGP method was applied to nonkriging basis functions to characterize spatially correlated hydraulic conductivity. This study used probabilistic data indicators to take into consideration the randomness and heterogeneity of hydraulic conductivity. The groundwater inverse method, along with an adjoint state method, was adopted to estimate the indicator probabilities. Then a cutoff was applied to determine the values of the data indicators for the IGP to estimate hydraulic conductivity. The numerical example validated the IGP and illustrated the significance of selecting interpolation points for hydraulic conductivity distributions. Further, the study demonstrated the IGP applicability to estimating hydraulic conductivity in the Alamitos Gap area, Calif. It was concluded that increasing the amount of data selected for interpolation results in smaller conditional variances, but causes the ensuing distribution to be smoother. However, smooth distributions of hydraulic conductivity may not be preferred. Proper selection of interpolation points can result in better hydraulic conductivity distributions for groundwater modeling purposes.
publisherAmerican Society of Civil Engineers
titleIndicator Generalized Parameterization for Interpolation Point Selection in Groundwater Inverse Modeling
typeJournal Paper
journal volume14
journal issue3
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)1084-0699(2009)14:3(233)
treeJournal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 003
contenttypeFulltext


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