Inverse analysis of stochastic moment equations for transient flow in randomly heterogeneous media
We present a nonlinear stochastic inverse algorithm that allows conditioning estimates of transient hydraulic heads, fluxes and their associated uncertainty on information about hydraulic conductivity ( K) and hydraulic head ( h) data collected in a randomly heterogeneous confined aquifer. Our algor...
Gespeichert in:
Veröffentlicht in: | Advances in water resources 2009-10, Vol.32 (10), p.1495-1507 |
---|---|
Hauptverfasser: | , , , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 1507 |
---|---|
container_issue | 10 |
container_start_page | 1495 |
container_title | Advances in water resources |
container_volume | 32 |
creator | Riva, Monica Guadagnini, Alberto Neuman, Shlomo P. Janetti, Emanuela Bianchi Malama, Bwalya |
description | We present a nonlinear stochastic inverse algorithm that allows conditioning estimates of transient hydraulic heads, fluxes and their associated uncertainty on information about hydraulic conductivity (
K) and hydraulic head (
h) data collected in a randomly heterogeneous confined aquifer. Our algorithm is based on Laplace-transformed recursive finite-element approximations of exact nonlocal first and second conditional stochastic moment equations of transient flow. It makes it possible to estimate jointly spatial variations in natural log-conductivity
(
Y
=
ln
K
)
, the parameters of its underlying variogram, and the variance–covariance of these estimates. Log-conductivity is parameterized geostatistically based on measured values at discrete locations and unknown values at discrete “pilot points”. Whereas prior values of
Y at pilot point are obtained by generalized kriging, posterior estimates at pilot points are obtained through a maximum likelihood fit of computed and measured transient heads. These posterior estimates are then projected onto the computational grid by kriging. Optionally, the maximum likelihood function may include a regularization term reflecting prior information about
Y. The relative weight assigned to this term is evaluated separately from other model parameters to avoid bias and instability. We illustrate and explore our algorithm by means of a synthetic example involving a pumping well. We find that whereas
Y and
h can be reproduced quite well with parameters estimated on the basis of zero-order mean flow equations, all model quality criteria identify the second-order results as being superior to zero-order results. Identifying the weight of the regularization term and variogram parameters can be done with much lesser ambiguity based on second- than on zero-order results. A second-order model is required to compute predictive error variances of hydraulic head (and flux)
a posteriori. Conditioning the inversion jointly on conductivity and hydraulic head data results in lesser predictive uncertainty than conditioning on conductivity or head data alone. |
doi_str_mv | 10.1016/j.advwatres.2009.07.003 |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_36348520</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0309170809001134</els_id><sourcerecordid>21242664</sourcerecordid><originalsourceid>FETCH-LOGICAL-a518t-72a946a47f56554947ab0181743372eba349bc46c6484f607b14f805981f74cf3</originalsourceid><addsrcrecordid>eNqNkU1v1DAQhiMEEkvhN9QXEJeE8Ufs-FhVfFSqxAF6tiZeu_UqiVvbu9X-exy26pFysjR-5p3RPE1zTqGjQOWXXYfbwyOW5HLHAHQHqgPgr5oNHRRrtezV62YDHHRLFQxvm3c57wBgEIptmvFqObiUHcEFp2MOmURPcon2DnMJlsxxdksh7mGPJcQlEx8TKQmXHNa6n-IjCQuphW2cpyO5c8WleOsWF_eZzG4b8H3zxuOU3Yen96y5-fb19-WP9vrn96vLi-sWezqUVjHUQqJQvpd9L7RQOAIdqBKcK-ZG5EKPVkgrxSC8BDVS4Qfo9UC9Etbzs-bTKfc-xYe9y8XMIVs3Tfh3GcMlF0PP4EWQUSaYlOJ_QK50zyr4-Z8gVUrRHqReM9UJtSnmnJw39ynMmI6GglmFmp15FmpWoQaUqUJr58enIZgtTr7e3Ib83M4Y0NVy5c5PnMdo8DZV5uZX_eQ1XHPW00pcnAhXdRyCSybbqtNWW8nZYrYxvLjNH0wtw_w</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1777150694</pqid></control><display><type>article</type><title>Inverse analysis of stochastic moment equations for transient flow in randomly heterogeneous media</title><source>ScienceDirect Journals (5 years ago - present)</source><creator>Riva, Monica ; Guadagnini, Alberto ; Neuman, Shlomo P. ; Janetti, Emanuela Bianchi ; Malama, Bwalya</creator><creatorcontrib>Riva, Monica ; Guadagnini, Alberto ; Neuman, Shlomo P. ; Janetti, Emanuela Bianchi ; Malama, Bwalya</creatorcontrib><description>We present a nonlinear stochastic inverse algorithm that allows conditioning estimates of transient hydraulic heads, fluxes and their associated uncertainty on information about hydraulic conductivity (
K) and hydraulic head (
h) data collected in a randomly heterogeneous confined aquifer. Our algorithm is based on Laplace-transformed recursive finite-element approximations of exact nonlocal first and second conditional stochastic moment equations of transient flow. It makes it possible to estimate jointly spatial variations in natural log-conductivity
(
Y
=
ln
K
)
, the parameters of its underlying variogram, and the variance–covariance of these estimates. Log-conductivity is parameterized geostatistically based on measured values at discrete locations and unknown values at discrete “pilot points”. Whereas prior values of
Y at pilot point are obtained by generalized kriging, posterior estimates at pilot points are obtained through a maximum likelihood fit of computed and measured transient heads. These posterior estimates are then projected onto the computational grid by kriging. Optionally, the maximum likelihood function may include a regularization term reflecting prior information about
Y. The relative weight assigned to this term is evaluated separately from other model parameters to avoid bias and instability. We illustrate and explore our algorithm by means of a synthetic example involving a pumping well. We find that whereas
Y and
h can be reproduced quite well with parameters estimated on the basis of zero-order mean flow equations, all model quality criteria identify the second-order results as being superior to zero-order results. Identifying the weight of the regularization term and variogram parameters can be done with much lesser ambiguity based on second- than on zero-order results. A second-order model is required to compute predictive error variances of hydraulic head (and flux)
a posteriori. Conditioning the inversion jointly on conductivity and hydraulic head data results in lesser predictive uncertainty than conditioning on conductivity or head data alone.</description><identifier>ISSN: 0309-1708</identifier><identifier>EISSN: 1872-9657</identifier><identifier>DOI: 10.1016/j.advwatres.2009.07.003</identifier><identifier>CODEN: AWREDI</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Algorithms ; aquifers ; Computational fluid dynamics ; Conditioning ; Earth sciences ; Earth, ocean, space ; equations ; Estimates ; Exact sciences and technology ; Fluid flow ; Geostatistics ; groundwater flow ; hydraulic head ; Hydraulics ; hydrogeology ; hydrologic models ; Hydrology. Hydrogeology ; Mathematical analysis ; Mathematical models ; Moment equations ; nonlinear stochastic inverse algorithms ; porous media ; saturated hydraulic conductivity ; Stochastic inversion ; stochastic moment equations ; stochastic processes ; Transient flow ; water flow</subject><ispartof>Advances in water resources, 2009-10, Vol.32 (10), p.1495-1507</ispartof><rights>2009 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a518t-72a946a47f56554947ab0181743372eba349bc46c6484f607b14f805981f74cf3</citedby><cites>FETCH-LOGICAL-a518t-72a946a47f56554947ab0181743372eba349bc46c6484f607b14f805981f74cf3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.advwatres.2009.07.003$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3548,27923,27924,45994</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=22010309$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Riva, Monica</creatorcontrib><creatorcontrib>Guadagnini, Alberto</creatorcontrib><creatorcontrib>Neuman, Shlomo P.</creatorcontrib><creatorcontrib>Janetti, Emanuela Bianchi</creatorcontrib><creatorcontrib>Malama, Bwalya</creatorcontrib><title>Inverse analysis of stochastic moment equations for transient flow in randomly heterogeneous media</title><title>Advances in water resources</title><description>We present a nonlinear stochastic inverse algorithm that allows conditioning estimates of transient hydraulic heads, fluxes and their associated uncertainty on information about hydraulic conductivity (
K) and hydraulic head (
h) data collected in a randomly heterogeneous confined aquifer. Our algorithm is based on Laplace-transformed recursive finite-element approximations of exact nonlocal first and second conditional stochastic moment equations of transient flow. It makes it possible to estimate jointly spatial variations in natural log-conductivity
(
Y
=
ln
K
)
, the parameters of its underlying variogram, and the variance–covariance of these estimates. Log-conductivity is parameterized geostatistically based on measured values at discrete locations and unknown values at discrete “pilot points”. Whereas prior values of
Y at pilot point are obtained by generalized kriging, posterior estimates at pilot points are obtained through a maximum likelihood fit of computed and measured transient heads. These posterior estimates are then projected onto the computational grid by kriging. Optionally, the maximum likelihood function may include a regularization term reflecting prior information about
Y. The relative weight assigned to this term is evaluated separately from other model parameters to avoid bias and instability. We illustrate and explore our algorithm by means of a synthetic example involving a pumping well. We find that whereas
Y and
h can be reproduced quite well with parameters estimated on the basis of zero-order mean flow equations, all model quality criteria identify the second-order results as being superior to zero-order results. Identifying the weight of the regularization term and variogram parameters can be done with much lesser ambiguity based on second- than on zero-order results. A second-order model is required to compute predictive error variances of hydraulic head (and flux)
a posteriori. Conditioning the inversion jointly on conductivity and hydraulic head data results in lesser predictive uncertainty than conditioning on conductivity or head data alone.</description><subject>Algorithms</subject><subject>aquifers</subject><subject>Computational fluid dynamics</subject><subject>Conditioning</subject><subject>Earth sciences</subject><subject>Earth, ocean, space</subject><subject>equations</subject><subject>Estimates</subject><subject>Exact sciences and technology</subject><subject>Fluid flow</subject><subject>Geostatistics</subject><subject>groundwater flow</subject><subject>hydraulic head</subject><subject>Hydraulics</subject><subject>hydrogeology</subject><subject>hydrologic models</subject><subject>Hydrology. Hydrogeology</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>Moment equations</subject><subject>nonlinear stochastic inverse algorithms</subject><subject>porous media</subject><subject>saturated hydraulic conductivity</subject><subject>Stochastic inversion</subject><subject>stochastic moment equations</subject><subject>stochastic processes</subject><subject>Transient flow</subject><subject>water flow</subject><issn>0309-1708</issn><issn>1872-9657</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><recordid>eNqNkU1v1DAQhiMEEkvhN9QXEJeE8Ufs-FhVfFSqxAF6tiZeu_UqiVvbu9X-exy26pFysjR-5p3RPE1zTqGjQOWXXYfbwyOW5HLHAHQHqgPgr5oNHRRrtezV62YDHHRLFQxvm3c57wBgEIptmvFqObiUHcEFp2MOmURPcon2DnMJlsxxdksh7mGPJcQlEx8TKQmXHNa6n-IjCQuphW2cpyO5c8WleOsWF_eZzG4b8H3zxuOU3Yen96y5-fb19-WP9vrn96vLi-sWezqUVjHUQqJQvpd9L7RQOAIdqBKcK-ZG5EKPVkgrxSC8BDVS4Qfo9UC9Etbzs-bTKfc-xYe9y8XMIVs3Tfh3GcMlF0PP4EWQUSaYlOJ_QK50zyr4-Z8gVUrRHqReM9UJtSnmnJw39ynMmI6GglmFmp15FmpWoQaUqUJr58enIZgtTr7e3Ib83M4Y0NVy5c5PnMdo8DZV5uZX_eQ1XHPW00pcnAhXdRyCSybbqtNWW8nZYrYxvLjNH0wtw_w</recordid><startdate>20091001</startdate><enddate>20091001</enddate><creator>Riva, Monica</creator><creator>Guadagnini, Alberto</creator><creator>Neuman, Shlomo P.</creator><creator>Janetti, Emanuela Bianchi</creator><creator>Malama, Bwalya</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>FBQ</scope><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SU</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>KR7</scope><scope>7QH</scope><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>F1W</scope><scope>H96</scope><scope>KL.</scope><scope>L.G</scope><scope>SOI</scope></search><sort><creationdate>20091001</creationdate><title>Inverse analysis of stochastic moment equations for transient flow in randomly heterogeneous media</title><author>Riva, Monica ; Guadagnini, Alberto ; Neuman, Shlomo P. ; Janetti, Emanuela Bianchi ; Malama, Bwalya</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a518t-72a946a47f56554947ab0181743372eba349bc46c6484f607b14f805981f74cf3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>Algorithms</topic><topic>aquifers</topic><topic>Computational fluid dynamics</topic><topic>Conditioning</topic><topic>Earth sciences</topic><topic>Earth, ocean, space</topic><topic>equations</topic><topic>Estimates</topic><topic>Exact sciences and technology</topic><topic>Fluid flow</topic><topic>Geostatistics</topic><topic>groundwater flow</topic><topic>hydraulic head</topic><topic>Hydraulics</topic><topic>hydrogeology</topic><topic>hydrologic models</topic><topic>Hydrology. Hydrogeology</topic><topic>Mathematical analysis</topic><topic>Mathematical models</topic><topic>Moment equations</topic><topic>nonlinear stochastic inverse algorithms</topic><topic>porous media</topic><topic>saturated hydraulic conductivity</topic><topic>Stochastic inversion</topic><topic>stochastic moment equations</topic><topic>stochastic processes</topic><topic>Transient flow</topic><topic>water flow</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Riva, Monica</creatorcontrib><creatorcontrib>Guadagnini, Alberto</creatorcontrib><creatorcontrib>Neuman, Shlomo P.</creatorcontrib><creatorcontrib>Janetti, Emanuela Bianchi</creatorcontrib><creatorcontrib>Malama, Bwalya</creatorcontrib><collection>AGRIS</collection><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Environmental Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Aqualine</collection><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</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><collection>Environment Abstracts</collection><jtitle>Advances in water resources</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Riva, Monica</au><au>Guadagnini, Alberto</au><au>Neuman, Shlomo P.</au><au>Janetti, Emanuela Bianchi</au><au>Malama, Bwalya</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Inverse analysis of stochastic moment equations for transient flow in randomly heterogeneous media</atitle><jtitle>Advances in water resources</jtitle><date>2009-10-01</date><risdate>2009</risdate><volume>32</volume><issue>10</issue><spage>1495</spage><epage>1507</epage><pages>1495-1507</pages><issn>0309-1708</issn><eissn>1872-9657</eissn><coden>AWREDI</coden><abstract>We present a nonlinear stochastic inverse algorithm that allows conditioning estimates of transient hydraulic heads, fluxes and their associated uncertainty on information about hydraulic conductivity (
K) and hydraulic head (
h) data collected in a randomly heterogeneous confined aquifer. Our algorithm is based on Laplace-transformed recursive finite-element approximations of exact nonlocal first and second conditional stochastic moment equations of transient flow. It makes it possible to estimate jointly spatial variations in natural log-conductivity
(
Y
=
ln
K
)
, the parameters of its underlying variogram, and the variance–covariance of these estimates. Log-conductivity is parameterized geostatistically based on measured values at discrete locations and unknown values at discrete “pilot points”. Whereas prior values of
Y at pilot point are obtained by generalized kriging, posterior estimates at pilot points are obtained through a maximum likelihood fit of computed and measured transient heads. These posterior estimates are then projected onto the computational grid by kriging. Optionally, the maximum likelihood function may include a regularization term reflecting prior information about
Y. The relative weight assigned to this term is evaluated separately from other model parameters to avoid bias and instability. We illustrate and explore our algorithm by means of a synthetic example involving a pumping well. We find that whereas
Y and
h can be reproduced quite well with parameters estimated on the basis of zero-order mean flow equations, all model quality criteria identify the second-order results as being superior to zero-order results. Identifying the weight of the regularization term and variogram parameters can be done with much lesser ambiguity based on second- than on zero-order results. A second-order model is required to compute predictive error variances of hydraulic head (and flux)
a posteriori. Conditioning the inversion jointly on conductivity and hydraulic head data results in lesser predictive uncertainty than conditioning on conductivity or head data alone.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.advwatres.2009.07.003</doi><tpages>13</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0309-1708 |
ispartof | Advances in water resources, 2009-10, Vol.32 (10), p.1495-1507 |
issn | 0309-1708 1872-9657 |
language | eng |
recordid | cdi_proquest_miscellaneous_36348520 |
source | ScienceDirect Journals (5 years ago - present) |
subjects | Algorithms aquifers Computational fluid dynamics Conditioning Earth sciences Earth, ocean, space equations Estimates Exact sciences and technology Fluid flow Geostatistics groundwater flow hydraulic head Hydraulics hydrogeology hydrologic models Hydrology. Hydrogeology Mathematical analysis Mathematical models Moment equations nonlinear stochastic inverse algorithms porous media saturated hydraulic conductivity Stochastic inversion stochastic moment equations stochastic processes Transient flow water flow |
title | Inverse analysis of stochastic moment equations for transient flow in randomly heterogeneous media |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-11T06%3A57%3A10IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Inverse%20analysis%20of%20stochastic%20moment%20equations%20for%20transient%20flow%20in%20randomly%20heterogeneous%20media&rft.jtitle=Advances%20in%20water%20resources&rft.au=Riva,%20Monica&rft.date=2009-10-01&rft.volume=32&rft.issue=10&rft.spage=1495&rft.epage=1507&rft.pages=1495-1507&rft.issn=0309-1708&rft.eissn=1872-9657&rft.coden=AWREDI&rft_id=info:doi/10.1016/j.advwatres.2009.07.003&rft_dat=%3Cproquest_cross%3E21242664%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=1777150694&rft_id=info:pmid/&rft_els_id=S0309170809001134&rfr_iscdi=true |