Loading…

Estimating initial conditions for groundwater flow modeling using an adaptive inverse method

•Estimation of initial conditions for groundwater flow problems.•Adaptive parameterization for estimation of initial conditions.•Objective function formulation adapted for estimation of initial conditions. Due to continuous increases in water demand, the need for seasonal forecasts of available grou...

Full description

Saved in:
Bibliographic Details
Published in:Journal of hydrology (Amsterdam) 2017-09, Vol.552, p.52-61
Main Authors: Hassane Maina, F., Delay, F., Ackerer, P.
Format: Article
Language:English
Subjects:
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by cdi_FETCH-LOGICAL-c343t-136be5a17abcb3810d11e9d23e2eda994e0deeceafd966941be7aacc500732b53
cites cdi_FETCH-LOGICAL-c343t-136be5a17abcb3810d11e9d23e2eda994e0deeceafd966941be7aacc500732b53
container_end_page 61
container_issue
container_start_page 52
container_title Journal of hydrology (Amsterdam)
container_volume 552
creator Hassane Maina, F.
Delay, F.
Ackerer, P.
description •Estimation of initial conditions for groundwater flow problems.•Adaptive parameterization for estimation of initial conditions.•Objective function formulation adapted for estimation of initial conditions. Due to continuous increases in water demand, the need for seasonal forecasts of available groundwater resources becomes inevitable. Hydrogeological models might provide a valuable tool for this kind of resource management. Because predictions over short time horizons are foreseen, the reliability of model outputs depends on accurate estimates of the initial conditions (ICs), as well as the estimated parameter values, boundary conditions and forcing terms (e.g., recharge, as well as sinks and sources). Here, we provide an inverse procedure for estimating these ICs. The procedure is based on an adaptive parameterization of the ICs that limits over-parameterization and involves the minimization of an ad hoc objective function. The quasi-Newton algorithm is used for the minimization, and the gradients are computed with an adjoint-state method. Two test cases based on a real aquifer that are designed to evaluate the capability of the method were addressed. It is assumed that the boundary conditions, hydraulic parameters and forcing terms are known from an existing hydrogeological model. In both test cases, the proposed method was quite successful in estimating the ICs and predicting head values that were not used in the calibration. 50 calibrations for each test case have been performed to quantify the reliability of the predictions.
doi_str_mv 10.1016/j.jhydrol.2017.06.041
format article
fullrecord <record><control><sourceid>hal_cross</sourceid><recordid>TN_cdi_hal_primary_oai_HAL_hal_02105904v1</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0022169417304444</els_id><sourcerecordid>oai_HAL_hal_02105904v1</sourcerecordid><originalsourceid>FETCH-LOGICAL-c343t-136be5a17abcb3810d11e9d23e2eda994e0deeceafd966941be7aacc500732b53</originalsourceid><addsrcrecordid>eNqFkE9LAzEQxYMoWKsfQcjVw66TZP90T1JKtULBi96EkE1m25TtpiTbLf32Zql4dQ4zwzC_B-8R8sggZcCK5126256Nd23KgZUpFClk7IpM2KysEl5CeU0mAJwnrKiyW3IXwg5iCZFNyPcy9HavetttqO1sb1VLtetM3FwXaOM83Xh37MxJ9ehp07oT3TuD7Qgcw9hVR5VRh94OGCUG9AHpHvutM_fkplFtwIffOSVfr8vPxSpZf7y9L-brRItM9AkTRY25YqWqdS1mDAxjWBkukKNRVZUhGESNqjFVES2wGkultM4BSsHrXEzJ00V3q1p58NGPP0unrFzN13K8AWeQV5ANLP7ml1_tXQgemz-AgRzjlDv5G6cc45RQyBhn5F4uHEYjg0Uvg7bYaTTWo-6lcfYfhR-pI4Ns</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Estimating initial conditions for groundwater flow modeling using an adaptive inverse method</title><source>Elsevier</source><creator>Hassane Maina, F. ; Delay, F. ; Ackerer, P.</creator><creatorcontrib>Hassane Maina, F. ; Delay, F. ; Ackerer, P.</creatorcontrib><description>•Estimation of initial conditions for groundwater flow problems.•Adaptive parameterization for estimation of initial conditions.•Objective function formulation adapted for estimation of initial conditions. Due to continuous increases in water demand, the need for seasonal forecasts of available groundwater resources becomes inevitable. Hydrogeological models might provide a valuable tool for this kind of resource management. Because predictions over short time horizons are foreseen, the reliability of model outputs depends on accurate estimates of the initial conditions (ICs), as well as the estimated parameter values, boundary conditions and forcing terms (e.g., recharge, as well as sinks and sources). Here, we provide an inverse procedure for estimating these ICs. The procedure is based on an adaptive parameterization of the ICs that limits over-parameterization and involves the minimization of an ad hoc objective function. The quasi-Newton algorithm is used for the minimization, and the gradients are computed with an adjoint-state method. Two test cases based on a real aquifer that are designed to evaluate the capability of the method were addressed. It is assumed that the boundary conditions, hydraulic parameters and forcing terms are known from an existing hydrogeological model. In both test cases, the proposed method was quite successful in estimating the ICs and predicting head values that were not used in the calibration. 50 calibrations for each test case have been performed to quantify the reliability of the predictions.</description><identifier>ISSN: 0022-1694</identifier><identifier>EISSN: 1879-2707</identifier><identifier>DOI: 10.1016/j.jhydrol.2017.06.041</identifier><language>eng</language><publisher>Elsevier B.V</publisher><subject>Earth Sciences ; Groundwater flow ; Hydrology ; Initial conditions ; Inverse method ; Parameterizations ; Sciences of the Universe</subject><ispartof>Journal of hydrology (Amsterdam), 2017-09, Vol.552, p.52-61</ispartof><rights>2017 Elsevier B.V.</rights><rights>Distributed under a Creative Commons Attribution 4.0 International License</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c343t-136be5a17abcb3810d11e9d23e2eda994e0deeceafd966941be7aacc500732b53</citedby><cites>FETCH-LOGICAL-c343t-136be5a17abcb3810d11e9d23e2eda994e0deeceafd966941be7aacc500732b53</cites><orcidid>0000-0002-9111-6118</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,314,776,780,881,27903,27904</link.rule.ids><backlink>$$Uhttps://hal.science/hal-02105904$$DView record in HAL$$Hfree_for_read</backlink></links><search><creatorcontrib>Hassane Maina, F.</creatorcontrib><creatorcontrib>Delay, F.</creatorcontrib><creatorcontrib>Ackerer, P.</creatorcontrib><title>Estimating initial conditions for groundwater flow modeling using an adaptive inverse method</title><title>Journal of hydrology (Amsterdam)</title><description>•Estimation of initial conditions for groundwater flow problems.•Adaptive parameterization for estimation of initial conditions.•Objective function formulation adapted for estimation of initial conditions. Due to continuous increases in water demand, the need for seasonal forecasts of available groundwater resources becomes inevitable. Hydrogeological models might provide a valuable tool for this kind of resource management. Because predictions over short time horizons are foreseen, the reliability of model outputs depends on accurate estimates of the initial conditions (ICs), as well as the estimated parameter values, boundary conditions and forcing terms (e.g., recharge, as well as sinks and sources). Here, we provide an inverse procedure for estimating these ICs. The procedure is based on an adaptive parameterization of the ICs that limits over-parameterization and involves the minimization of an ad hoc objective function. The quasi-Newton algorithm is used for the minimization, and the gradients are computed with an adjoint-state method. Two test cases based on a real aquifer that are designed to evaluate the capability of the method were addressed. It is assumed that the boundary conditions, hydraulic parameters and forcing terms are known from an existing hydrogeological model. In both test cases, the proposed method was quite successful in estimating the ICs and predicting head values that were not used in the calibration. 50 calibrations for each test case have been performed to quantify the reliability of the predictions.</description><subject>Earth Sciences</subject><subject>Groundwater flow</subject><subject>Hydrology</subject><subject>Initial conditions</subject><subject>Inverse method</subject><subject>Parameterizations</subject><subject>Sciences of the Universe</subject><issn>0022-1694</issn><issn>1879-2707</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><recordid>eNqFkE9LAzEQxYMoWKsfQcjVw66TZP90T1JKtULBi96EkE1m25TtpiTbLf32Zql4dQ4zwzC_B-8R8sggZcCK5126256Nd23KgZUpFClk7IpM2KysEl5CeU0mAJwnrKiyW3IXwg5iCZFNyPcy9HavetttqO1sb1VLtetM3FwXaOM83Xh37MxJ9ehp07oT3TuD7Qgcw9hVR5VRh94OGCUG9AHpHvutM_fkplFtwIffOSVfr8vPxSpZf7y9L-brRItM9AkTRY25YqWqdS1mDAxjWBkukKNRVZUhGESNqjFVES2wGkultM4BSsHrXEzJ00V3q1p58NGPP0unrFzN13K8AWeQV5ANLP7ml1_tXQgemz-AgRzjlDv5G6cc45RQyBhn5F4uHEYjg0Uvg7bYaTTWo-6lcfYfhR-pI4Ns</recordid><startdate>201709</startdate><enddate>201709</enddate><creator>Hassane Maina, F.</creator><creator>Delay, F.</creator><creator>Ackerer, P.</creator><general>Elsevier B.V</general><general>Elsevier</general><scope>AAYXX</scope><scope>CITATION</scope><scope>1XC</scope><orcidid>https://orcid.org/0000-0002-9111-6118</orcidid></search><sort><creationdate>201709</creationdate><title>Estimating initial conditions for groundwater flow modeling using an adaptive inverse method</title><author>Hassane Maina, F. ; Delay, F. ; Ackerer, P.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c343t-136be5a17abcb3810d11e9d23e2eda994e0deeceafd966941be7aacc500732b53</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Earth Sciences</topic><topic>Groundwater flow</topic><topic>Hydrology</topic><topic>Initial conditions</topic><topic>Inverse method</topic><topic>Parameterizations</topic><topic>Sciences of the Universe</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Hassane Maina, F.</creatorcontrib><creatorcontrib>Delay, F.</creatorcontrib><creatorcontrib>Ackerer, P.</creatorcontrib><collection>CrossRef</collection><collection>Hyper Article en Ligne (HAL)</collection><jtitle>Journal of hydrology (Amsterdam)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Hassane Maina, F.</au><au>Delay, F.</au><au>Ackerer, P.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Estimating initial conditions for groundwater flow modeling using an adaptive inverse method</atitle><jtitle>Journal of hydrology (Amsterdam)</jtitle><date>2017-09</date><risdate>2017</risdate><volume>552</volume><spage>52</spage><epage>61</epage><pages>52-61</pages><issn>0022-1694</issn><eissn>1879-2707</eissn><abstract>•Estimation of initial conditions for groundwater flow problems.•Adaptive parameterization for estimation of initial conditions.•Objective function formulation adapted for estimation of initial conditions. Due to continuous increases in water demand, the need for seasonal forecasts of available groundwater resources becomes inevitable. Hydrogeological models might provide a valuable tool for this kind of resource management. Because predictions over short time horizons are foreseen, the reliability of model outputs depends on accurate estimates of the initial conditions (ICs), as well as the estimated parameter values, boundary conditions and forcing terms (e.g., recharge, as well as sinks and sources). Here, we provide an inverse procedure for estimating these ICs. The procedure is based on an adaptive parameterization of the ICs that limits over-parameterization and involves the minimization of an ad hoc objective function. The quasi-Newton algorithm is used for the minimization, and the gradients are computed with an adjoint-state method. Two test cases based on a real aquifer that are designed to evaluate the capability of the method were addressed. It is assumed that the boundary conditions, hydraulic parameters and forcing terms are known from an existing hydrogeological model. In both test cases, the proposed method was quite successful in estimating the ICs and predicting head values that were not used in the calibration. 50 calibrations for each test case have been performed to quantify the reliability of the predictions.</abstract><pub>Elsevier B.V</pub><doi>10.1016/j.jhydrol.2017.06.041</doi><tpages>10</tpages><orcidid>https://orcid.org/0000-0002-9111-6118</orcidid></addata></record>
fulltext fulltext
identifier ISSN: 0022-1694
ispartof Journal of hydrology (Amsterdam), 2017-09, Vol.552, p.52-61
issn 0022-1694
1879-2707
language eng
recordid cdi_hal_primary_oai_HAL_hal_02105904v1
source Elsevier
subjects Earth Sciences
Groundwater flow
Hydrology
Initial conditions
Inverse method
Parameterizations
Sciences of the Universe
title Estimating initial conditions for groundwater flow modeling using an adaptive inverse method
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-27T13%3A03%3A21IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-hal_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Estimating%20initial%20conditions%20for%20groundwater%20flow%20modeling%20using%20an%20adaptive%20inverse%20method&rft.jtitle=Journal%20of%20hydrology%20(Amsterdam)&rft.au=Hassane%20Maina,%20F.&rft.date=2017-09&rft.volume=552&rft.spage=52&rft.epage=61&rft.pages=52-61&rft.issn=0022-1694&rft.eissn=1879-2707&rft_id=info:doi/10.1016/j.jhydrol.2017.06.041&rft_dat=%3Chal_cross%3Eoai_HAL_hal_02105904v1%3C/hal_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c343t-136be5a17abcb3810d11e9d23e2eda994e0deeceafd966941be7aacc500732b53%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true