simultaneous successive linear estimator and a guide for hydraulic tomography analysis
In this study, a geostatistically based estimator is developed that simultaneously includes all observed transient hydrographs from hydraulic tomography to map aquifer heterogeneity. To analyze tomography data, a data preprocessing procedure (including diagnosing and wavelet denoising analysis) is r...
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Veröffentlicht in: | Water resources research 2009-02, Vol.45 (2), p.n/a |
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description | In this study, a geostatistically based estimator is developed that simultaneously includes all observed transient hydrographs from hydraulic tomography to map aquifer heterogeneity. To analyze tomography data, a data preprocessing procedure (including diagnosing and wavelet denoising analysis) is recommended. A least squares approach is then introduced to estimate effective parameters and spatial statistics of heterogeneity that are the required inputs for the geostatistical estimator. Since wavelet denoising does not completely remove noise from observed hydrographs, a stopping criterion is established to avoid overexploitation of the imperfect hydrographs. The estimator and the procedures are then tested in a synthetic, cross-sectional aquifer with hierarchical heterogeneity and a vertical sandbox with prearranged heterogeneity. Results of the test indicate that with this estimator and preprocessing procedures, hydraulic tomography can effectively map hierarchical heterogeneity in the synthetic aquifer as well as in the sandbox. In addition, the study shows that using the estimated hydraulic conductivity and specific storage fields of the sandbox, the classic groundwater flow model accurately predicts temporal and spatial distributions of drawdown induced by an independent pumping event in the sandbox. On the other hand, the classic groundwater flow model yields less satisfactory results when equivalent homogeneous properties of the sandbox are used. |
doi_str_mv | 10.1029/2008WR007180 |
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To analyze tomography data, a data preprocessing procedure (including diagnosing and wavelet denoising analysis) is recommended. A least squares approach is then introduced to estimate effective parameters and spatial statistics of heterogeneity that are the required inputs for the geostatistical estimator. Since wavelet denoising does not completely remove noise from observed hydrographs, a stopping criterion is established to avoid overexploitation of the imperfect hydrographs. The estimator and the procedures are then tested in a synthetic, cross-sectional aquifer with hierarchical heterogeneity and a vertical sandbox with prearranged heterogeneity. Results of the test indicate that with this estimator and preprocessing procedures, hydraulic tomography can effectively map hierarchical heterogeneity in the synthetic aquifer as well as in the sandbox. In addition, the study shows that using the estimated hydraulic conductivity and specific storage fields of the sandbox, the classic groundwater flow model accurately predicts temporal and spatial distributions of drawdown induced by an independent pumping event in the sandbox. On the other hand, the classic groundwater flow model yields less satisfactory results when equivalent homogeneous properties of the sandbox are used.</description><identifier>ISSN: 0043-1397</identifier><identifier>EISSN: 1944-7973</identifier><identifier>DOI: 10.1029/2008WR007180</identifier><language>eng</language><publisher>Blackwell Publishing Ltd</publisher><subject>aquifers ; estimation ; geostatistics ; groundwater flow ; hydraulic conductivity ; hydraulic tomography ; hydrologic models ; least squares ; linear models ; prediction ; pumps ; simultaneous successive linear estimator ; spatial distribution ; temporal variation ; tomography ; wavelet denoising</subject><ispartof>Water resources research, 2009-02, Vol.45 (2), p.n/a</ispartof><rights>Copyright 2009 by the American Geophysical Union.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a4334-a957a7fd3e51d80400e83ee0601e423a5fd7a4548470095339b714ea24c082433</citedby><cites>FETCH-LOGICAL-a4334-a957a7fd3e51d80400e83ee0601e423a5fd7a4548470095339b714ea24c082433</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1029%2F2008WR007180$$EPDF$$P50$$Gwiley$$H</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1029%2F2008WR007180$$EHTML$$P50$$Gwiley$$H</linktohtml><link.rule.ids>314,780,784,1417,11514,27924,27925,45574,45575,46468,46892</link.rule.ids></links><search><creatorcontrib>Xiang, Jianwei</creatorcontrib><creatorcontrib>Yeh, Tian-Chyi J</creatorcontrib><creatorcontrib>Lee, Cheng-Haw</creatorcontrib><creatorcontrib>Hsu, Kuo-Chin</creatorcontrib><creatorcontrib>Wen, Jet-Chau</creatorcontrib><title>simultaneous successive linear estimator and a guide for hydraulic tomography analysis</title><title>Water resources research</title><addtitle>Water Resour. Res</addtitle><description>In this study, a geostatistically based estimator is developed that simultaneously includes all observed transient hydrographs from hydraulic tomography to map aquifer heterogeneity. To analyze tomography data, a data preprocessing procedure (including diagnosing and wavelet denoising analysis) is recommended. A least squares approach is then introduced to estimate effective parameters and spatial statistics of heterogeneity that are the required inputs for the geostatistical estimator. Since wavelet denoising does not completely remove noise from observed hydrographs, a stopping criterion is established to avoid overexploitation of the imperfect hydrographs. The estimator and the procedures are then tested in a synthetic, cross-sectional aquifer with hierarchical heterogeneity and a vertical sandbox with prearranged heterogeneity. Results of the test indicate that with this estimator and preprocessing procedures, hydraulic tomography can effectively map hierarchical heterogeneity in the synthetic aquifer as well as in the sandbox. In addition, the study shows that using the estimated hydraulic conductivity and specific storage fields of the sandbox, the classic groundwater flow model accurately predicts temporal and spatial distributions of drawdown induced by an independent pumping event in the sandbox. On the other hand, the classic groundwater flow model yields less satisfactory results when equivalent homogeneous properties of the sandbox are used.</description><subject>aquifers</subject><subject>estimation</subject><subject>geostatistics</subject><subject>groundwater flow</subject><subject>hydraulic conductivity</subject><subject>hydraulic tomography</subject><subject>hydrologic models</subject><subject>least squares</subject><subject>linear models</subject><subject>prediction</subject><subject>pumps</subject><subject>simultaneous successive linear estimator</subject><subject>spatial distribution</subject><subject>temporal variation</subject><subject>tomography</subject><subject>wavelet denoising</subject><issn>0043-1397</issn><issn>1944-7973</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><recordid>eNp90E1P3EAMBuBRVaQu0Bt3cuJEWs9XJnOELV8VAmkL7HHkJs4ybXaznUko-fcdFIQ49WRZel7LNmMHHL5wEParACiXCwDDS_jAZtwqlRtr5Ec2A1Ay59KaT2w3xl8AXOnCzNhD9Ouh7XFD3RCzOFQVxeifKGv9hjBkFHu_xr4LGW7qDLPV4GvKmtQ_jnXAofVV1nfrbhVw-zgmhO0YfdxnOw22kT6_1j12f352N7_Mr28vruYn1zkqKVWOVhs0TS1J87oEBUClJIICOCkhUTe1QaVVqQyA1VLan4YrQqEqKEUasceOprnb0P0Z0rJu7WNFbTsd5ARYa7QpEjyeYBW6GAM1bhvSYWF0HNzL89z75yUuJ_7XtzT-17rlYr7g3HKVUvmU8rGn57cUht-uMNJot7y5cKI8_3ZqvhdOJ384-QY7h6vgo7v_IYBL4IWAUhv5DwN8iLk</recordid><startdate>200902</startdate><enddate>200902</enddate><creator>Xiang, Jianwei</creator><creator>Yeh, Tian-Chyi J</creator><creator>Lee, Cheng-Haw</creator><creator>Hsu, Kuo-Chin</creator><creator>Wen, Jet-Chau</creator><general>Blackwell Publishing Ltd</general><scope>FBQ</scope><scope>BSCLL</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7ST</scope><scope>7TG</scope><scope>7TV</scope><scope>7U6</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>KL.</scope><scope>L.G</scope></search><sort><creationdate>200902</creationdate><title>simultaneous successive linear estimator and a guide for hydraulic tomography analysis</title><author>Xiang, Jianwei ; Yeh, Tian-Chyi J ; Lee, Cheng-Haw ; Hsu, Kuo-Chin ; Wen, Jet-Chau</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a4334-a957a7fd3e51d80400e83ee0601e423a5fd7a4548470095339b714ea24c082433</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>aquifers</topic><topic>estimation</topic><topic>geostatistics</topic><topic>groundwater flow</topic><topic>hydraulic conductivity</topic><topic>hydraulic tomography</topic><topic>hydrologic models</topic><topic>least squares</topic><topic>linear models</topic><topic>prediction</topic><topic>pumps</topic><topic>simultaneous successive linear estimator</topic><topic>spatial distribution</topic><topic>temporal variation</topic><topic>tomography</topic><topic>wavelet denoising</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Xiang, Jianwei</creatorcontrib><creatorcontrib>Yeh, Tian-Chyi J</creatorcontrib><creatorcontrib>Lee, Cheng-Haw</creatorcontrib><creatorcontrib>Hsu, Kuo-Chin</creatorcontrib><creatorcontrib>Wen, Jet-Chau</creatorcontrib><collection>AGRIS</collection><collection>Istex</collection><collection>CrossRef</collection><collection>Aqualine</collection><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Pollution Abstracts</collection><collection>Sustainability Science Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Water resources research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Xiang, Jianwei</au><au>Yeh, Tian-Chyi J</au><au>Lee, Cheng-Haw</au><au>Hsu, Kuo-Chin</au><au>Wen, Jet-Chau</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>simultaneous successive linear estimator and a guide for hydraulic tomography analysis</atitle><jtitle>Water resources research</jtitle><addtitle>Water Resour. 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The estimator and the procedures are then tested in a synthetic, cross-sectional aquifer with hierarchical heterogeneity and a vertical sandbox with prearranged heterogeneity. Results of the test indicate that with this estimator and preprocessing procedures, hydraulic tomography can effectively map hierarchical heterogeneity in the synthetic aquifer as well as in the sandbox. In addition, the study shows that using the estimated hydraulic conductivity and specific storage fields of the sandbox, the classic groundwater flow model accurately predicts temporal and spatial distributions of drawdown induced by an independent pumping event in the sandbox. On the other hand, the classic groundwater flow model yields less satisfactory results when equivalent homogeneous properties of the sandbox are used.</abstract><pub>Blackwell Publishing Ltd</pub><doi>10.1029/2008WR007180</doi><tpages>14</tpages><oa>free_for_read</oa></addata></record> |
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subjects | aquifers estimation geostatistics groundwater flow hydraulic conductivity hydraulic tomography hydrologic models least squares linear models prediction pumps simultaneous successive linear estimator spatial distribution temporal variation tomography wavelet denoising |
title | simultaneous successive linear estimator and a guide for hydraulic tomography analysis |
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