Information content of slug tests for estimating hydraulic properties in realistic, high-conductivity aquifer scenarios
► Recently developed slug testing model is analyzed for parameter identifiability. ► Slug data cannot uniquely identify conductivity ( K) anisotropy or specific storage. ► 2500 slug tests characterize K variations at Boise Hydrogeophysical Research Site. ► Correlation and geostatistical analyses sho...
Saved in:
Published in | Journal of hydrology (Amsterdam) Vol. 403; no. 1; pp. 66 - 82 |
---|---|
Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Kidlington
Elsevier B.V
06.06.2011
Elsevier |
Subjects | |
Online Access | Get full text |
ISSN | 0022-1694 1879-2707 |
DOI | 10.1016/j.jhydrol.2011.03.044 |
Cover
Loading…
Abstract | ► Recently developed slug testing model is analyzed for parameter identifiability. ► Slug data cannot uniquely identify conductivity (
K) anisotropy or specific storage. ► 2500 slug tests characterize
K variations at Boise Hydrogeophysical Research Site. ► Correlation and geostatistical analyses show high lateral
K correlations at BHRS. ►
K profiles do not correlate overall with porosity values from geophysical methods.
A recently developed unified model for partially-penetrating slug tests in unconfined aquifers (
Malama et al., in press) provides a semi-analytical solution for aquifer response at the wellbore in the presence of inertial effects and wellbore skin, and is able to model the full range of responses from overdamped/monotonic to underdamped/oscillatory. While the model provides a unifying framework for realistically analyzing slug tests in aquifers (with the ultimate goal of determining aquifer properties such as hydraulic conductivity
K and specific storage
S
s
), it is currently unclear whether parameters of this model can be well-identified without significant prior information and, thus, what degree of information content can be expected from such slug tests. In this paper, we examine the information content of slug tests in realistic field scenarios with respect to estimating aquifer properties, through analysis of both numerical experiments and field datasets.
First, through numerical experiments using Markov Chain Monte Carlo methods for gauging parameter uncertainty and identifiability, we find that: (1) as noted by previous researchers, estimation of aquifer storage parameters using slug test data is highly unreliable and subject to significant uncertainty; (2) joint estimation of aquifer and skin parameters contributes to significant uncertainty in both unless prior knowledge is available; and (3) similarly, without prior information joint estimation of both aquifer radial and vertical conductivity may be unreliable. These results have significant implications for the types of information that must be collected prior to slug test analysis in order to obtain reliable aquifer parameter estimates. For example, plausible estimates of aquifer anisotropy ratios and bounds on wellbore skin
K should be obtained, if possible, a priori.
Secondly, through analysis of field data – consisting of over 2500 records from partially-penetrating slug tests in a heterogeneous, highly conductive aquifer, we present some general findings that have applicability to slug testing. In particular, we find that aquifer hydraulic conductivity estimates obtained from larger slug heights tend to be lower on average (presumably due to non-linear wellbore losses) and tend to be less variable (presumably due to averaging over larger support volumes), supporting the notion that using the smallest slug heights possible to produce measurable water level changes is an important strategy when mapping aquifer heterogeneity.
Finally, we present results specific to characterization of the aquifer at the Boise Hydrogeophysical Research Site. Specifically, we note that (1)
K estimates obtained using a range of different slug heights give similar results, generally within ±20%; (2) correlations between estimated
K profiles with depth at closely-spaced wells suggest that
K values obtained from slug tests are representative of actual aquifer heterogeneity and not overly affected by near-well media disturbance (i.e., “skin”); (3) geostatistical analysis of
K values obtained indicates reasonable correlation lengths for sediments of this type; and (4) overall,
K values obtained do not appear to correlate well with porosity data from previous studies. |
---|---|
AbstractList | A recently developed unified model for partially-penetrating slug tests in unconfined aquifers (Malama et al., in press) provides a semi-analytical solution for aquifer response at the wellbore in the presence of inertial effects and wellbore skin, and is able to model the full range of responses from overdamped/monotonic to underdamped/oscillatory. While the model provides a unifying framework for realistically analyzing slug tests in aquifers (with the ultimate goal of determining aquifer properties such as hydraulic conductivity K and specific storage Ss), it is currently unclear whether parameters of this model can be well-identified without significant prior information and, thus, what degree of information content can be expected from such slug tests. In this paper, we examine the information content of slug tests in realistic field scenarios with respect to estimating aquifer properties, through analysis of both numerical experiments and field datasets.First, through numerical experiments using Markov Chain Monte Carlo methods for gauging parameter uncertainty and identifiability, we find that: (1) as noted by previous researchers, estimation of aquifer storage parameters using slug test data is highly unreliable and subject to significant uncertainty; (2) joint estimation of aquifer and skin parameters contributes to significant uncertainty in both unless prior knowledge is available; and (3) similarly, without prior information joint estimation of both aquifer radial and vertical conductivity may be unreliable. These results have significant implications for the types of information that must be collected prior to slug test analysis in order to obtain reliable aquifer parameter estimates. For example, plausible estimates of aquifer anisotropy ratios and bounds on wellbore skin K should be obtained, if possible, a priori.Secondly, through analysis of field data - consisting of over 2500 records from partially-penetrating slug tests in a heterogeneous, highly conductive aquifer, we present some general findings that have applicability to slug testing. In particular, we find that aquifer hydraulic conductivity estimates obtained from larger slug heights tend to be lower on average (presumably due to non-linear wellbore losses) and tend to be less variable (presumably due to averaging over larger support volumes), supporting the notion that using the smallest slug heights possible to produce measurable water level changes is an important strategy when mapping aquifer heterogeneity.Finally, we present results specific to characterization of the aquifer at the Boise Hydrogeophysical Research Site. Specifically, we note that (1) K estimates obtained using a range of different slug heights give similar results, generally within +/-20%; (2) correlations between estimated K profiles with depth at closely-spaced wells suggest that K values obtained from slug tests are representative of actual aquifer heterogeneity and not overly affected by near-well media disturbance (i.e., "skin"); (3) geostatistical analysis of K values obtained indicates reasonable correlation lengths for sediments of this type; and (4) overall, K values obtained do not appear to correlate well with porosity data from previous studies. ► Recently developed slug testing model is analyzed for parameter identifiability. ► Slug data cannot uniquely identify conductivity ( K) anisotropy or specific storage. ► 2500 slug tests characterize K variations at Boise Hydrogeophysical Research Site. ► Correlation and geostatistical analyses show high lateral K correlations at BHRS. ► K profiles do not correlate overall with porosity values from geophysical methods. A recently developed unified model for partially-penetrating slug tests in unconfined aquifers ( Malama et al., in press) provides a semi-analytical solution for aquifer response at the wellbore in the presence of inertial effects and wellbore skin, and is able to model the full range of responses from overdamped/monotonic to underdamped/oscillatory. While the model provides a unifying framework for realistically analyzing slug tests in aquifers (with the ultimate goal of determining aquifer properties such as hydraulic conductivity K and specific storage S s ), it is currently unclear whether parameters of this model can be well-identified without significant prior information and, thus, what degree of information content can be expected from such slug tests. In this paper, we examine the information content of slug tests in realistic field scenarios with respect to estimating aquifer properties, through analysis of both numerical experiments and field datasets. First, through numerical experiments using Markov Chain Monte Carlo methods for gauging parameter uncertainty and identifiability, we find that: (1) as noted by previous researchers, estimation of aquifer storage parameters using slug test data is highly unreliable and subject to significant uncertainty; (2) joint estimation of aquifer and skin parameters contributes to significant uncertainty in both unless prior knowledge is available; and (3) similarly, without prior information joint estimation of both aquifer radial and vertical conductivity may be unreliable. These results have significant implications for the types of information that must be collected prior to slug test analysis in order to obtain reliable aquifer parameter estimates. For example, plausible estimates of aquifer anisotropy ratios and bounds on wellbore skin K should be obtained, if possible, a priori. Secondly, through analysis of field data – consisting of over 2500 records from partially-penetrating slug tests in a heterogeneous, highly conductive aquifer, we present some general findings that have applicability to slug testing. In particular, we find that aquifer hydraulic conductivity estimates obtained from larger slug heights tend to be lower on average (presumably due to non-linear wellbore losses) and tend to be less variable (presumably due to averaging over larger support volumes), supporting the notion that using the smallest slug heights possible to produce measurable water level changes is an important strategy when mapping aquifer heterogeneity. Finally, we present results specific to characterization of the aquifer at the Boise Hydrogeophysical Research Site. Specifically, we note that (1) K estimates obtained using a range of different slug heights give similar results, generally within ±20%; (2) correlations between estimated K profiles with depth at closely-spaced wells suggest that K values obtained from slug tests are representative of actual aquifer heterogeneity and not overly affected by near-well media disturbance (i.e., “skin”); (3) geostatistical analysis of K values obtained indicates reasonable correlation lengths for sediments of this type; and (4) overall, K values obtained do not appear to correlate well with porosity data from previous studies. A recently developed unified model for partially-penetrating slug tests in unconfined aquifers (Malama et al., in press) provides a semi-analytical solution for aquifer response at the wellbore in the presence of inertial effects and wellbore skin, and is able to model the full range of responses from overdamped/monotonic to underdamped/oscillatory. While the model provides a unifying framework for realistically analyzing slug tests in aquifers (with the ultimate goal of determining aquifer properties such as hydraulic conductivity K and specific storage Sₛ), it is currently unclear whether parameters of this model can be well-identified without significant prior information and, thus, what degree of information content can be expected from such slug tests. In this paper, we examine the information content of slug tests in realistic field scenarios with respect to estimating aquifer properties, through analysis of both numerical experiments and field datasets. First, through numerical experiments using Markov Chain Monte Carlo methods for gauging parameter uncertainty and identifiability, we find that: (1) as noted by previous researchers, estimation of aquifer storage parameters using slug test data is highly unreliable and subject to significant uncertainty; (2) joint estimation of aquifer and skin parameters contributes to significant uncertainty in both unless prior knowledge is available; and (3) similarly, without prior information joint estimation of both aquifer radial and vertical conductivity may be unreliable. These results have significant implications for the types of information that must be collected prior to slug test analysis in order to obtain reliable aquifer parameter estimates. For example, plausible estimates of aquifer anisotropy ratios and bounds on wellbore skin K should be obtained, if possible, a priori. Secondly, through analysis of field data – consisting of over 2500 records from partially-penetrating slug tests in a heterogeneous, highly conductive aquifer, we present some general findings that have applicability to slug testing. In particular, we find that aquifer hydraulic conductivity estimates obtained from larger slug heights tend to be lower on average (presumably due to non-linear wellbore losses) and tend to be less variable (presumably due to averaging over larger support volumes), supporting the notion that using the smallest slug heights possible to produce measurable water level changes is an important strategy when mapping aquifer heterogeneity. Finally, we present results specific to characterization of the aquifer at the Boise Hydrogeophysical Research Site. Specifically, we note that (1) K estimates obtained using a range of different slug heights give similar results, generally within ±20%; (2) correlations between estimated K profiles with depth at closely-spaced wells suggest that K values obtained from slug tests are representative of actual aquifer heterogeneity and not overly affected by near-well media disturbance (i.e., “skin”); (3) geostatistical analysis of K values obtained indicates reasonable correlation lengths for sediments of this type; and (4) overall, K values obtained do not appear to correlate well with porosity data from previous studies. |
Author | Cardiff, Michael Thoma, Michael Barrash, Warren Malama, Bwalya |
Author_xml | – sequence: 1 givenname: Michael surname: Cardiff fullname: Cardiff, Michael email: michaelcardiff@boisestate.edu organization: Boise State University, Center for Geophysical Investigation of the Shallow Subsurface (CGISS), Department of Geosciences, 1910 University Drive, MS 1536, Boise, ID 83725-1536, USA – sequence: 2 givenname: Warren surname: Barrash fullname: Barrash, Warren email: wbarrash@boisestate.edu organization: Boise State University, Center for Geophysical Investigation of the Shallow Subsurface (CGISS), Department of Geosciences, 1910 University Drive, MS 1536, Boise, ID 83725-1536, USA – sequence: 3 givenname: Michael surname: Thoma fullname: Thoma, Michael email: michaelthoma@boisestate.edu organization: Boise State University, Center for Geophysical Investigation of the Shallow Subsurface (CGISS), Department of Geosciences, 1910 University Drive, MS 1536, Boise, ID 83725-1536, USA – sequence: 4 givenname: Bwalya surname: Malama fullname: Malama, Bwalya email: bmalama@mtech.edu organization: Montana Tech of the Univ. of Montana, Dept. of Geological Engineering, 1300 West Park Street, Butte, MT 59701, USA |
BackLink | http://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=24195934$$DView record in Pascal Francis |
BookMark | eNqFkU-PFCEQxYlZE2dXP4IJF6MHu4WGbrrjwZiNfzbZxIueCUMXMzVhYRbo3cy3l3HGiweXCyT1e1XFe5fkIsQAhLzmrOWMDx927W57mFP0bcc4b5lomZTPyIqPamo6xdQFWTHWdQ0fJvmCXOa8Y_UIIVfk8Sa4mO5MwRiojaFAKDQ6mv2yoQVyybTWaX3gEQobehxlFo-W7lPcQyoImWKgCYzHitn3dIubbVObzYst-IDlQM39gg4SzRaCSRjzS_LcGZ_h1fm-Ir--fvl5_b25_fHt5vrzbWNkp0oDg5G8n-R6Ws8CbC9HZ8zEzSC7Edi4lkpaMMK42XLljFJrK6axF3KQs-vYLK7I21Pfuuz9Ur-h77Au4b0JEJesRzV0go_jUMl3_yW5GHomlJxURd-cUZOt8S6ZYDHrfaoepYPuJJ_6ScjKfTxxNsWcEzhtsfyxuiSDXnOmjwHqnT4HqI8BaiZ0DbCq-3_Ufwc8pft00kH19QEh6WwRgoUZE9ii54hPdPgNF2298g |
CODEN | JHYDA7 |
CitedBy_id | crossref_primary_10_1029_2020WR027155 crossref_primary_10_1002_2013WR014631 crossref_primary_10_1002_wrcr_20356 crossref_primary_10_1016_j_jhydrol_2011_07_028 crossref_primary_10_1016_j_jhydrol_2016_01_045 crossref_primary_10_1111_gwat_12960 crossref_primary_10_1016_j_jhydrol_2020_125099 crossref_primary_10_1002_2015WR017922 crossref_primary_10_1016_j_jhydrol_2015_11_029 crossref_primary_10_1029_2023WR036256 crossref_primary_10_1029_2011WR010916 crossref_primary_10_1111_gwat_13348 crossref_primary_10_1190_geo2015_0608_1 crossref_primary_10_1029_2011WR011704 crossref_primary_10_1002_wrcr_20519 crossref_primary_10_1016_j_jhydrol_2015_08_021 crossref_primary_10_2136_vzj2013_05_0096 crossref_primary_10_1016_j_jhydrol_2015_06_019 crossref_primary_10_2166_nh_2015_320 crossref_primary_10_1111_gwat_12308 crossref_primary_10_3390_w11081569 crossref_primary_10_3390_w14193089 crossref_primary_10_1029_2022WR032464 crossref_primary_10_1016_j_jhydrol_2018_04_056 crossref_primary_10_1029_2011WR010789 crossref_primary_10_1016_j_jhydrol_2020_125567 crossref_primary_10_1016_j_jhydrol_2014_01_007 |
Cites_doi | 10.1029/91WR03099 10.1016/0022-1694(93)90259-C 10.1029/WR002i004p00697 10.1029/WR012i001p00071 10.1016/0022-1694(94)90075-2 10.1029/2003WR002998 10.1016/S0022-1694(02)00214-7 10.1016/S0022-1694(97)00128-5 10.1007/s00477-010-0395-y 10.1190/1.2742813 10.1029/2002WR001436 10.1111/j.1745-6584.2008.00541.x 10.1029/WR012i003p00423 10.1029/2001WR001072 10.1029/94WR01670 10.1016/j.jhydrol.2005.10.029 10.1093/biomet/57.1.97 10.1111/j.1745-6592.1984.tb00905.x 10.1029/97WR02710 10.1029/WR020i004p00504 10.1029/WR003i001p00263 10.1016/S0022-1694(00)00408-X 10.1111/j.1752-1688.1987.tb00832.x 10.1111/j.1745-6584.2002.tb02658.x 10.1111/j.1745-6584.1988.tb00385.x 10.1130/B25370.1 10.1190/1.2194527 10.4133/1.2923157 10.1029/92WR02062 10.1029/WR021i009p01397 |
ContentType | Journal Article |
Copyright | 2011 Elsevier B.V. 2015 INIST-CNRS |
Copyright_xml | – notice: 2011 Elsevier B.V. – notice: 2015 INIST-CNRS |
DBID | AAYXX CITATION IQODW 7S9 L.6 8FD FR3 KR7 |
DOI | 10.1016/j.jhydrol.2011.03.044 |
DatabaseName | CrossRef Pascal-Francis AGRICOLA AGRICOLA - Academic Technology Research Database Engineering Research Database Civil Engineering Abstracts |
DatabaseTitle | CrossRef AGRICOLA AGRICOLA - Academic Technology Research Database Civil Engineering Abstracts Engineering Research Database |
DatabaseTitleList | Technology Research Database AGRICOLA |
DeliveryMethod | fulltext_linktorsrc |
Discipline | Geography |
EISSN | 1879-2707 |
EndPage | 82 |
ExternalDocumentID | 24195934 10_1016_j_jhydrol_2011_03_044 S0022169411002241 |
GroupedDBID | --K --M -~X .~1 0R~ 1B1 1RT 1~. 1~5 29K 4.4 457 4G. 5GY 5VS 6TJ 7-5 71M 8P~ 9JM 9JN AABNK AABVA AACTN AAEDT AAEDW AAIAV AAIKJ AAKOC AALCJ AALRI AAOAW AAQFI AAQXK AATLK AAXUO ABEFU ABFNM ABGRD ABJNI ABMAC ABQEM ABQYD ABTAH ABXDB ABYKQ ACDAQ ACGFS ACIUM ACLVX ACNCT ACRLP ACSBN ADBBV ADEZE ADMUD ADQTV AEBSH AEKER AENEX AEQOU AFFNX AFKWA AFTJW AFXIZ AGHFR AGUBO AGYEJ AHHHB AIEXJ AIKHN AITUG AJBFU AJOXV ALMA_UNASSIGNED_HOLDINGS AMFUW AMRAJ ASPBG ATOGT AVWKF AXJTR AZFZN BKOJK BLXMC CBWCG CS3 D-I DU5 EBS EFJIC EFLBG EJD EO8 EO9 EP2 EP3 FA8 FDB FEDTE FGOYB FIRID FNPLU FYGXN G-2 G-Q GBLVA HLV HMA HVGLF HZ~ H~9 IHE IMUCA J1W K-O KOM LW9 LY3 M41 MO0 N9A O-L O9- OAUVE OZT P-8 P-9 P2P PC. Q38 R2- RIG ROL RPZ SAB SCC SDF SDG SDP SEP SES SEW SPC SPCBC SPD SSA SSE SSZ T5K TN5 UQL VOH WUQ Y6R ZCA ZMT ZY4 ~02 ~G- ~KM AAHBH AATTM AAXKI AAYWO AAYXX ABWVN ACRPL ACVFH ADCNI ADNMO ADVLN AEIPS AEUPX AFJKZ AFPUW AGCQF AGQPQ AGRNS AIGII AIIUN AKBMS AKRWK AKYEP ANKPU APXCP BNPGV CITATION SSH EFKBS IQODW 7S9 L.6 8FD FR3 KR7 |
ID | FETCH-LOGICAL-a427t-e6a41594b9bd3ec548faa91a6428e08b474cea3afdc17fa77bc39853464df20d3 |
IEDL.DBID | .~1 |
ISSN | 0022-1694 |
IngestDate | Fri Jul 11 12:34:37 EDT 2025 Tue Aug 05 10:14:48 EDT 2025 Mon Jul 21 09:16:23 EDT 2025 Thu Apr 24 22:54:01 EDT 2025 Tue Jul 01 03:07:11 EDT 2025 Fri Feb 23 02:28:34 EST 2024 |
IsPeerReviewed | true |
IsScholarly | true |
Issue | 1 |
Keywords | Identifiability Kozeny–Carman Slug test Wellbore skin Aquifer characterization Markov chain analysis experimental studies Monte Carlo analysis joints anisotropy ground water hydraulic conductivity hydraulics water storage aquifers solution Kozeny-Carman uncertainties models porosity testing heterogeneity depth correlation unconfined aquifers strategy gauging |
Language | English |
License | https://www.elsevier.com/tdm/userlicense/1.0 CC BY 4.0 |
LinkModel | DirectLink |
MergedId | FETCHMERGED-LOGICAL-a427t-e6a41594b9bd3ec548faa91a6428e08b474cea3afdc17fa77bc39853464df20d3 |
Notes | ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23 |
PQID | 1365037497 |
PQPubID | 24069 |
PageCount | 17 |
ParticipantIDs | proquest_miscellaneous_876231886 proquest_miscellaneous_1365037497 pascalfrancis_primary_24195934 crossref_citationtrail_10_1016_j_jhydrol_2011_03_044 crossref_primary_10_1016_j_jhydrol_2011_03_044 elsevier_sciencedirect_doi_10_1016_j_jhydrol_2011_03_044 |
ProviderPackageCode | CITATION AAYXX |
PublicationCentury | 2000 |
PublicationDate | 2011-06-06 |
PublicationDateYYYYMMDD | 2011-06-06 |
PublicationDate_xml | – month: 06 year: 2011 text: 2011-06-06 day: 06 |
PublicationDecade | 2010 |
PublicationPlace | Kidlington |
PublicationPlace_xml | – name: Kidlington |
PublicationTitle | Journal of hydrology (Amsterdam) |
PublicationYear | 2011 |
Publisher | Elsevier B.V Elsevier |
Publisher_xml | – name: Elsevier B.V – name: Elsevier |
References | Bradford, Clement, Barrash (b0035) 2009; 45 Rovey, Niemann (b0185) 2001; 243 Barrash, Reboulet (b0015) 2004; 116 Desbarats (b0085) 1992; 28 Reboulet, E.C., Barrash, W., 2003. Core, Grain-size, and Porosity Data from the Boise Hydrogeophysical Research Site, Boise, Idaho. Tech. Rep. 03-02, CGISS. Boise State University. McElwee, Zenner (b0160) 1998; 34 Butler, Bohling, Hyder, McElwee (b0065) 1994; 156 Levy, Pannell, Dadoly (b0140) 1993; 148 Butler (b0055) 2002; 40 Morin, LeBlanc, Teasdale (b0170) 1988; 26 Clement, Knoll (b0075) 2006; 71 Hyder, Butler, McElwee, Liu (b0115) 1994; 30 Van Der Kamp (b0200) 1976; 12 Cardiff, Barrash, Kitanidis, Malama, Revil, Straface, Rizzo (b0070) 2009; 47 Liu, Cardiff, Kitanidis (b0145) 2010; 24 Hvorslev, M., 1951. Time lag and soil permeability in ground-water observations. U.S. Army Corps of Engineers, Waterways Experiment Station, Bulletin No. 36. Bouwer, Rice (b0030) 1976; 12 Neuman, Orr (b0175) 1993; 29 Fox, J.J., 2006. Analytical Modeling of Fully-penetrating Pumping Tests at the Boise Hydrogeophysical Research Site for Aquifer Parameters and Wellbore Skin. Ph.D. thesis. Boise State University. McElwee (b0155) 2002; 269 Zlotnik, McGuire (b0205) 1998; 204 Bredehoeft, Cooper, Papadopulos (b0040) 1966; 2 Butler (b0045) 1996; 3 Leap (b0135) 1984; 4 Beckie, Harvey (b0025) 2002; 38 Barrash, Clemo (b0005) 2002; 38 Butler (b0050) 1998 Metropolis, Rosenbluth, Rosenbluth, Teller, Teller, Chem (b0165) 1953; 21 Barrash, W., Knoll, M.D., 1998. Design of research wellfield for calibrating geophysical methods against hydrologic parameters. In: Conference on Hazardous Waste Research. pp. 296–318. Butler, Zhan (b0060) 2004; 40 Kipp (b0125) 1985; 21 Tronicke, Holliger, Barrash, Knoll (b0195) 2004; 40 Faust, Mercer (b0095) 1984; 20 Kitanidis (b0130) 1987; 23 Springer, R.K., Gelhar, L.W., 1991. Characterization of Large-scale Aquifer Heterogeneity in Glacial Outwash by Analysis of Slug Tests with Oscillatory Response, Cape Cod, Massachusetts. Tech. Rep. 91-4034, US Geological Survey. Malama, B., Barrash, W., Cardiff, M., Thoma, M., Kuhlman, K.L., in press. Modeling slug tests in unconfined aquifers taking into account water table kinematics, wellbore skin and inertial effects. Journal of Hydrology. Domenico, Schwartz (b0090) 1998 Cooper, Bredehoeft, Papadopulos (b0080) 1967; 3 Irving, Knoll, Knight (b0120) 2007; 72 Hastings (b0105) 1970; 57 Barrash, Clemo, Fox, Johnson (b0020) 2006; 326 Metropolis (10.1016/j.jhydrol.2011.03.044_b0165) 1953; 21 Desbarats (10.1016/j.jhydrol.2011.03.044_b0085) 1992; 28 10.1016/j.jhydrol.2011.03.044_b0110 Morin (10.1016/j.jhydrol.2011.03.044_b0170) 1988; 26 Neuman (10.1016/j.jhydrol.2011.03.044_b0175) 1993; 29 Hastings (10.1016/j.jhydrol.2011.03.044_b0105) 1970; 57 Domenico (10.1016/j.jhydrol.2011.03.044_b0090) 1998 Butler (10.1016/j.jhydrol.2011.03.044_b0050) 1998 Butler (10.1016/j.jhydrol.2011.03.044_b0065) 1994; 156 Barrash (10.1016/j.jhydrol.2011.03.044_b0005) 2002; 38 Bradford (10.1016/j.jhydrol.2011.03.044_b0035) 2009; 45 Faust (10.1016/j.jhydrol.2011.03.044_b0095) 1984; 20 Cardiff (10.1016/j.jhydrol.2011.03.044_b0070) 2009; 47 Leap (10.1016/j.jhydrol.2011.03.044_b0135) 1984; 4 Butler (10.1016/j.jhydrol.2011.03.044_b0045) 1996; 3 Van Der Kamp (10.1016/j.jhydrol.2011.03.044_b0200) 1976; 12 Hyder (10.1016/j.jhydrol.2011.03.044_b0115) 1994; 30 10.1016/j.jhydrol.2011.03.044_b0190 Barrash (10.1016/j.jhydrol.2011.03.044_b0020) 2006; 326 Barrash (10.1016/j.jhydrol.2011.03.044_b0015) 2004; 116 10.1016/j.jhydrol.2011.03.044_b0150 10.1016/j.jhydrol.2011.03.044_b0010 McElwee (10.1016/j.jhydrol.2011.03.044_b0160) 1998; 34 10.1016/j.jhydrol.2011.03.044_b0100 Butler (10.1016/j.jhydrol.2011.03.044_b0060) 2004; 40 Beckie (10.1016/j.jhydrol.2011.03.044_b0025) 2002; 38 Butler (10.1016/j.jhydrol.2011.03.044_b0055) 2002; 40 Clement (10.1016/j.jhydrol.2011.03.044_b0075) 2006; 71 Kitanidis (10.1016/j.jhydrol.2011.03.044_b0130) 1987; 23 McElwee (10.1016/j.jhydrol.2011.03.044_b0155) 2002; 269 Liu (10.1016/j.jhydrol.2011.03.044_b0145) 2010; 24 Tronicke (10.1016/j.jhydrol.2011.03.044_b0195) 2004; 40 Bredehoeft (10.1016/j.jhydrol.2011.03.044_b0040) 1966; 2 Zlotnik (10.1016/j.jhydrol.2011.03.044_b0205) 1998; 204 Rovey (10.1016/j.jhydrol.2011.03.044_b0185) 2001; 243 Cooper (10.1016/j.jhydrol.2011.03.044_b0080) 1967; 3 Irving (10.1016/j.jhydrol.2011.03.044_b0120) 2007; 72 10.1016/j.jhydrol.2011.03.044_b0180 Bouwer (10.1016/j.jhydrol.2011.03.044_b0030) 1976; 12 Kipp (10.1016/j.jhydrol.2011.03.044_b0125) 1985; 21 Levy (10.1016/j.jhydrol.2011.03.044_b0140) 1993; 148 |
References_xml | – volume: 24 start-page: 1003 year: 2010 end-page: 1022 ident: b0145 article-title: Parameter estimation in nonlinear environmental problems publication-title: Stochastic Environmental Research and Risk Assessment – volume: 30 start-page: 2945 year: 1994 end-page: 2957 ident: b0115 article-title: Slug tests in partially penetrating wells publication-title: Water Resources Research – reference: Barrash, W., Knoll, M.D., 1998. Design of research wellfield for calibrating geophysical methods against hydrologic parameters. In: Conference on Hazardous Waste Research. pp. 296–318. – volume: 148 start-page: 189 year: 1993 end-page: 202 ident: b0140 article-title: A pressure-packer system for conducting rising head tests in water table wells publication-title: Journal of Hydrology – volume: 326 start-page: 181 year: 2006 end-page: 198 ident: b0020 article-title: Field, laboratory, and modeling investigation of the skin effect at wells with slotted casing, Boise Hydrogeophysical Research Site publication-title: Journal of Hydrology – year: 1998 ident: b0050 article-title: The Design, Performance, and Analysis of Slug Tests – volume: 269 start-page: 122 year: 2002 end-page: 133 ident: b0155 article-title: Improving the analysis of slug tests publication-title: Journal of Hydrology – volume: 2 start-page: 697 year: 1966 end-page: 707 ident: b0040 article-title: Inertial and storage effects in well-aquifer systems: an analog investigation publication-title: Water Resources Research – volume: 4 start-page: 141 year: 1984 end-page: 146 ident: b0135 article-title: A simple pneumatic device and technique for performing rising water level slug tests publication-title: Ground Water Monitoring Review – volume: 116 start-page: 1059 year: 2004 end-page: 1073 ident: b0015 article-title: Significance of porosity for stratigraphy and textural composition in subsurface, coarse fluvial deposits: Boise Hydrogeophysical Research Site publication-title: Geological Society of America Bulletin – volume: 47 start-page: 259 year: 2009 end-page: 270 ident: b0070 article-title: A potential-based inversion of unconfined steady-state hydraulic tomography publication-title: Ground Water – volume: 20 start-page: 504 year: 1984 end-page: 506 ident: b0095 article-title: Evaluation of slug tests in wells containing a finite-thickness skin publication-title: Water Resources Research – year: 1998 ident: b0090 article-title: Physical and Chemical Hydrogeology – volume: 21 start-page: 1397 year: 1985 end-page: 1408 ident: b0125 article-title: Type curve analysis of inertial effects in the response of a well to a slug test publication-title: Water Resources Research – volume: 243 start-page: 120 year: 2001 end-page: 132 ident: b0185 article-title: Wellskins and slug tests: where’s the bias? publication-title: Journal of Hydrology – reference: Springer, R.K., Gelhar, L.W., 1991. Characterization of Large-scale Aquifer Heterogeneity in Glacial Outwash by Analysis of Slug Tests with Oscillatory Response, Cape Cod, Massachusetts. Tech. Rep. 91-4034, US Geological Survey. – volume: 28 start-page: 757 year: 1992 end-page: 767 ident: b0085 article-title: Spatial averaging of transmissivity in heterogeneous fields with flow toward a well publication-title: Water Resources Research – reference: Fox, J.J., 2006. Analytical Modeling of Fully-penetrating Pumping Tests at the Boise Hydrogeophysical Research Site for Aquifer Parameters and Wellbore Skin. Ph.D. thesis. Boise State University. – volume: 29 start-page: 341 year: 1993 end-page: 364 ident: b0175 article-title: Prediction of steady state flow in nonuniform geologic media by conditional moments: exact nonlocal formalism, effective conductivities, and weak approximation publication-title: Water Resources Research – volume: 57 start-page: 97 year: 1970 end-page: 109 ident: b0105 article-title: Monte carlo sampling methods using markov chains and their applications publication-title: Biometrika – volume: 21 start-page: 1087 year: 1953 end-page: 1092 ident: b0165 article-title: Equation of state calculations by fast computation machines publication-title: Physics – reference: Hvorslev, M., 1951. Time lag and soil permeability in ground-water observations. U.S. Army Corps of Engineers, Waterways Experiment Station, Bulletin No. 36. – volume: 34 start-page: 55 year: 1998 end-page: 66 ident: b0160 article-title: A nonlinear model for analysis of slug-test data publication-title: Water Resources Research – volume: 156 start-page: 137 year: 1994 end-page: 162 ident: b0065 article-title: The use of slug tests to describe vertical variations in hydraulic conductivity publication-title: Journal of Hydrology – volume: 3 start-page: 154 year: 1996 end-page: 163 ident: b0045 article-title: Slug tests in site characterization: some practical considerations publication-title: Environmental Geosciences – volume: 72 start-page: J31 year: 2007 end-page: J41 ident: b0120 article-title: Improving crosshole radar velocity tomograms: a new approach to incorporating high-angle traveltime data publication-title: Geophysics – volume: 12 start-page: 423 year: 1976 end-page: 428 ident: b0030 article-title: A slug test for determining hydraulic conductivity of unconfined aquifers with completely or partially penetrating wells publication-title: Water Resources Research – volume: 38 start-page: 1290 year: 2002 ident: b0025 article-title: What does a slug test measure: an investigation of instrument response and the effects of heterogeneity publication-title: Water Resources Research – volume: 45 year: 2009 ident: b0035 article-title: Estimating porosity with ground-penetrating radar reflection tomography: a controlled 3-d experiment at the Boise Hydrogeophysical Research Site publication-title: Water Resources Research – volume: 26 start-page: 207 year: 1988 end-page: 217 ident: b0170 article-title: A statistical evaluation of formation disturbance produced by well-casing installation methods publication-title: Ground Water – volume: 12 start-page: 71 year: 1976 end-page: 77 ident: b0200 article-title: Determining aquifer transmissivity by means of well response tests: the underdamped case publication-title: Water Resources Research – volume: 71 start-page: K67 year: 2006 end-page: K76 ident: b0075 article-title: Traveltime inversion of vertical radar profiles publication-title: Geophysics – reference: Malama, B., Barrash, W., Cardiff, M., Thoma, M., Kuhlman, K.L., in press. Modeling slug tests in unconfined aquifers taking into account water table kinematics, wellbore skin and inertial effects. Journal of Hydrology. – volume: 40 start-page: 303 year: 2002 end-page: 307 ident: b0055 article-title: A simple correction for slug tests in small-diameter wells publication-title: Ground Water – volume: 204 start-page: 271 year: 1998 end-page: 282 ident: b0205 article-title: Multi-level slug tests in highly permeable formations: 1. Modification of the Springer–Gelhar (SG) model publication-title: Journal of Hydrology – volume: 38 start-page: 1196 year: 2002 ident: b0005 article-title: Heirarchical geostatistics and multifacies systems: Boise Hydrogeophysical Research Site, Boise, Idaho publication-title: Water Resources Research – volume: 40 year: 2004 ident: b0195 article-title: Multivariate analysis of cross-hole georadar velocity and attenuation tomograms for aquifer zonation publication-title: Water Resources Research – volume: 40 start-page: W12402 year: 2004 ident: b0060 article-title: Hydraulic tests in highly permeable aquifers publication-title: Water Resources Research – volume: 23 start-page: 557 year: 1987 end-page: 567 ident: b0130 article-title: Parametric estimation of covariances of regionalized variables publication-title: Water Resources Bulletin – reference: Reboulet, E.C., Barrash, W., 2003. Core, Grain-size, and Porosity Data from the Boise Hydrogeophysical Research Site, Boise, Idaho. Tech. Rep. 03-02, CGISS. Boise State University. – volume: 3 start-page: 263 year: 1967 end-page: 269 ident: b0080 article-title: Response of a finite-diameter well to an instantaneous charge of water publication-title: Water Resources Research – volume: 28 start-page: 757 issue: 3 year: 1992 ident: 10.1016/j.jhydrol.2011.03.044_b0085 article-title: Spatial averaging of transmissivity in heterogeneous fields with flow toward a well publication-title: Water Resources Research doi: 10.1029/91WR03099 – volume: 148 start-page: 189 year: 1993 ident: 10.1016/j.jhydrol.2011.03.044_b0140 article-title: A pressure-packer system for conducting rising head tests in water table wells publication-title: Journal of Hydrology doi: 10.1016/0022-1694(93)90259-C – volume: 2 start-page: 697 issue: 4 year: 1966 ident: 10.1016/j.jhydrol.2011.03.044_b0040 article-title: Inertial and storage effects in well-aquifer systems: an analog investigation publication-title: Water Resources Research doi: 10.1029/WR002i004p00697 – volume: 12 start-page: 71 issue: 1 year: 1976 ident: 10.1016/j.jhydrol.2011.03.044_b0200 article-title: Determining aquifer transmissivity by means of well response tests: the underdamped case publication-title: Water Resources Research doi: 10.1029/WR012i001p00071 – volume: 156 start-page: 137 year: 1994 ident: 10.1016/j.jhydrol.2011.03.044_b0065 article-title: The use of slug tests to describe vertical variations in hydraulic conductivity publication-title: Journal of Hydrology doi: 10.1016/0022-1694(94)90075-2 – ident: 10.1016/j.jhydrol.2011.03.044_b0010 – volume: 45 issue: W00D26 year: 2009 ident: 10.1016/j.jhydrol.2011.03.044_b0035 article-title: Estimating porosity with ground-penetrating radar reflection tomography: a controlled 3-d experiment at the Boise Hydrogeophysical Research Site publication-title: Water Resources Research – volume: 40 start-page: W12402 year: 2004 ident: 10.1016/j.jhydrol.2011.03.044_b0060 article-title: Hydraulic tests in highly permeable aquifers publication-title: Water Resources Research doi: 10.1029/2003WR002998 – volume: 3 start-page: 154 issue: 2 year: 1996 ident: 10.1016/j.jhydrol.2011.03.044_b0045 article-title: Slug tests in site characterization: some practical considerations publication-title: Environmental Geosciences – volume: 269 start-page: 122 issue: 3-4 year: 2002 ident: 10.1016/j.jhydrol.2011.03.044_b0155 article-title: Improving the analysis of slug tests publication-title: Journal of Hydrology doi: 10.1016/S0022-1694(02)00214-7 – volume: 204 start-page: 271 year: 1998 ident: 10.1016/j.jhydrol.2011.03.044_b0205 article-title: Multi-level slug tests in highly permeable formations: 1. Modification of the Springer–Gelhar (SG) model publication-title: Journal of Hydrology doi: 10.1016/S0022-1694(97)00128-5 – volume: 21 start-page: 1087 year: 1953 ident: 10.1016/j.jhydrol.2011.03.044_b0165 article-title: Equation of state calculations by fast computation machines publication-title: Physics – ident: 10.1016/j.jhydrol.2011.03.044_b0100 – ident: 10.1016/j.jhydrol.2011.03.044_b0150 – volume: 24 start-page: 1003 issue: 7 year: 2010 ident: 10.1016/j.jhydrol.2011.03.044_b0145 article-title: Parameter estimation in nonlinear environmental problems publication-title: Stochastic Environmental Research and Risk Assessment doi: 10.1007/s00477-010-0395-y – volume: 72 start-page: J31 issue: 4 year: 2007 ident: 10.1016/j.jhydrol.2011.03.044_b0120 article-title: Improving crosshole radar velocity tomograms: a new approach to incorporating high-angle traveltime data publication-title: Geophysics doi: 10.1190/1.2742813 – ident: 10.1016/j.jhydrol.2011.03.044_b0190 – volume: 38 start-page: 1196 issue: 10 year: 2002 ident: 10.1016/j.jhydrol.2011.03.044_b0005 article-title: Heirarchical geostatistics and multifacies systems: Boise Hydrogeophysical Research Site, Boise, Idaho publication-title: Water Resources Research doi: 10.1029/2002WR001436 – volume: 47 start-page: 259 issue: 2 year: 2009 ident: 10.1016/j.jhydrol.2011.03.044_b0070 article-title: A potential-based inversion of unconfined steady-state hydraulic tomography publication-title: Ground Water doi: 10.1111/j.1745-6584.2008.00541.x – volume: 12 start-page: 423 issue: 3 year: 1976 ident: 10.1016/j.jhydrol.2011.03.044_b0030 article-title: A slug test for determining hydraulic conductivity of unconfined aquifers with completely or partially penetrating wells publication-title: Water Resources Research doi: 10.1029/WR012i003p00423 – volume: 38 start-page: 1290 issue: 12 year: 2002 ident: 10.1016/j.jhydrol.2011.03.044_b0025 article-title: What does a slug test measure: an investigation of instrument response and the effects of heterogeneity publication-title: Water Resources Research doi: 10.1029/2001WR001072 – volume: 30 start-page: 2945 issue: 11 year: 1994 ident: 10.1016/j.jhydrol.2011.03.044_b0115 article-title: Slug tests in partially penetrating wells publication-title: Water Resources Research doi: 10.1029/94WR01670 – volume: 326 start-page: 181 year: 2006 ident: 10.1016/j.jhydrol.2011.03.044_b0020 article-title: Field, laboratory, and modeling investigation of the skin effect at wells with slotted casing, Boise Hydrogeophysical Research Site publication-title: Journal of Hydrology doi: 10.1016/j.jhydrol.2005.10.029 – ident: 10.1016/j.jhydrol.2011.03.044_b0110 – volume: 57 start-page: 97 issue: 1 year: 1970 ident: 10.1016/j.jhydrol.2011.03.044_b0105 article-title: Monte carlo sampling methods using markov chains and their applications publication-title: Biometrika doi: 10.1093/biomet/57.1.97 – volume: 4 start-page: 141 issue: 4 year: 1984 ident: 10.1016/j.jhydrol.2011.03.044_b0135 article-title: A simple pneumatic device and technique for performing rising water level slug tests publication-title: Ground Water Monitoring Review doi: 10.1111/j.1745-6592.1984.tb00905.x – volume: 34 start-page: 55 issue: 1 year: 1998 ident: 10.1016/j.jhydrol.2011.03.044_b0160 article-title: A nonlinear model for analysis of slug-test data publication-title: Water Resources Research doi: 10.1029/97WR02710 – year: 1998 ident: 10.1016/j.jhydrol.2011.03.044_b0090 – volume: 20 start-page: 504 issue: 4 year: 1984 ident: 10.1016/j.jhydrol.2011.03.044_b0095 article-title: Evaluation of slug tests in wells containing a finite-thickness skin publication-title: Water Resources Research doi: 10.1029/WR020i004p00504 – volume: 3 start-page: 263 issue: 1 year: 1967 ident: 10.1016/j.jhydrol.2011.03.044_b0080 article-title: Response of a finite-diameter well to an instantaneous charge of water publication-title: Water Resources Research doi: 10.1029/WR003i001p00263 – volume: 243 start-page: 120 year: 2001 ident: 10.1016/j.jhydrol.2011.03.044_b0185 article-title: Wellskins and slug tests: where’s the bias? publication-title: Journal of Hydrology doi: 10.1016/S0022-1694(00)00408-X – volume: 23 start-page: 557 issue: 4 year: 1987 ident: 10.1016/j.jhydrol.2011.03.044_b0130 article-title: Parametric estimation of covariances of regionalized variables publication-title: Water Resources Bulletin doi: 10.1111/j.1752-1688.1987.tb00832.x – volume: 40 issue: W01519 year: 2004 ident: 10.1016/j.jhydrol.2011.03.044_b0195 article-title: Multivariate analysis of cross-hole georadar velocity and attenuation tomograms for aquifer zonation publication-title: Water Resources Research – volume: 40 start-page: 303 issue: 3 year: 2002 ident: 10.1016/j.jhydrol.2011.03.044_b0055 article-title: A simple correction for slug tests in small-diameter wells publication-title: Ground Water doi: 10.1111/j.1745-6584.2002.tb02658.x – volume: 26 start-page: 207 issue: 2 year: 1988 ident: 10.1016/j.jhydrol.2011.03.044_b0170 article-title: A statistical evaluation of formation disturbance produced by well-casing installation methods publication-title: Ground Water doi: 10.1111/j.1745-6584.1988.tb00385.x – volume: 116 start-page: 1059 issue: 9/10 year: 2004 ident: 10.1016/j.jhydrol.2011.03.044_b0015 article-title: Significance of porosity for stratigraphy and textural composition in subsurface, coarse fluvial deposits: Boise Hydrogeophysical Research Site publication-title: Geological Society of America Bulletin doi: 10.1130/B25370.1 – volume: 71 start-page: K67 issue: 3 year: 2006 ident: 10.1016/j.jhydrol.2011.03.044_b0075 article-title: Traveltime inversion of vertical radar profiles publication-title: Geophysics doi: 10.1190/1.2194527 – ident: 10.1016/j.jhydrol.2011.03.044_b0180 doi: 10.4133/1.2923157 – year: 1998 ident: 10.1016/j.jhydrol.2011.03.044_b0050 – volume: 29 start-page: 341 issue: 2 year: 1993 ident: 10.1016/j.jhydrol.2011.03.044_b0175 article-title: Prediction of steady state flow in nonuniform geologic media by conditional moments: exact nonlocal formalism, effective conductivities, and weak approximation publication-title: Water Resources Research doi: 10.1029/92WR02062 – volume: 21 start-page: 1397 issue: 9 year: 1985 ident: 10.1016/j.jhydrol.2011.03.044_b0125 article-title: Type curve analysis of inertial effects in the response of a well to a slug test publication-title: Water Resources Research doi: 10.1029/WR021i009p01397 |
SSID | ssj0000334 |
Score | 2.1538725 |
Snippet | ► Recently developed slug testing model is analyzed for parameter identifiability. ► Slug data cannot uniquely identify conductivity (
K) anisotropy or... A recently developed unified model for partially-penetrating slug tests in unconfined aquifers (Malama et al., in press) provides a semi-analytical solution... |
SourceID | proquest pascalfrancis crossref elsevier |
SourceType | Aggregation Database Index Database Enrichment Source Publisher |
StartPage | 66 |
SubjectTerms | Aquifer characterization Aquifers Correlation analysis Earth sciences Earth, ocean, space Estimates Exact sciences and technology field experimentation Fluid flow hydraulic conductivity Hydraulics Hydrology. Hydrogeology Identifiability Kozeny–Carman Mathematical models Monte Carlo method parameter uncertainty porosity researchers sediments Slug test Slugs Uncertainty Wellbore skin wells |
Title | Information content of slug tests for estimating hydraulic properties in realistic, high-conductivity aquifer scenarios |
URI | https://dx.doi.org/10.1016/j.jhydrol.2011.03.044 https://www.proquest.com/docview/1365037497 https://www.proquest.com/docview/876231886 |
Volume | 403 |
hasFullText | 1 |
inHoldings | 1 |
isFullTextHit | |
isPrint | |
link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV3fa9swEBalfdigjG5dadYuaLDHOrEt2Y4eS2nINtanFfom9MttgrHTOKbkpX9772y5pYwSKPjJPiVCJ993J999R8hPAO2YGZ0E4MubgJtIBCJ3IkisRgBzqWqPsv9epbNr_vsmudkhF30tDKZVetvf2fTWWvs7Y7-a4-V8jjW-cRxhHWbUARFWsPMMd_no8SXNI2SM94zhKP1SxTNejBZ3G7uqCs_kyUYh52_h0_5S1bBqedfu4j_L3cLR9IB88n4kPe-m-pnsuPIL-eBbmt9tDsmDLzTChaeYkA7oQquc1kVzS8G_XNcUnlMk2UCh8pbiLFVTzA1d4gn9CqlW6byk4FYWLZ3zGUVy4wB-DEli264TVN03mBxDkRQKwu6q_kqup5f_LmaB77IQKB5n6wDUASAuuBbaMmcggsmVEpHCwMSFE80zbpxiKrcmynKVZdowASDPU27zOLTsiOyWVemOCVU209pCgGcjAY5CoiFaixObJ0yl2iV8QHi_ttJ4CnLshFHIPtdsIb1KJKpEhkyCSgZk9Dxs2XFwbBsw6RUnX20mCTixbejwlaKf_xA2GHI4g8CPXvMS3kT8vKJKVzW1xIRBZPMR2YDQN2QQe8CKTtJv75_iCfnYHWyncJ2S3fWqcd_BM1rrYbv1h2Tv_Nef2dUTth4R-Q |
linkProvider | Elsevier |
linkToHtml | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV3da9swED-69KGDMvbJ0m2dBnuck9iS7eixlJX0K08t9E1IltwmGDuLY0r_-97ZcksZpVDwky3ZQifd706--x3AbwTtiGcmDtCWzwKRhTKQuZNBbA0BmEt0e5R9Pk9ml-LkKr7agsM-F4bCKr3u73R6q639nbGfzfFqsaAc3ygKKQ8z7IDoDWwTO1U8gO2D49PZ_FEhcy560nDq8JjIM16Oljd3dl0VnsyTjyZCPAdRuytd48TlXcWL_5R3i0hH7-GdNyXZQTfaD7Dlyo-w46ua39x9glufa0RzzygmHQGGVTmri-aaoYm5qRk-Z8SzQY3Ka0aj1E2xyNiKDunXxLbKFiVDy7JoGZ3_MOI3DvBlxBPbFp5g-l9D8TGMeKHQ867qz3B59PficBb4QguBFlG6CVAiiONSGGksdxk6MbnWMtTkm7jJ1IhUZE5zndssTHOdpibjEnFeJMLm0cTyLzAoq9J9BaZtaoxFH8-GEm2F2KDDFsU2j7lOjIvFEEQ_tyrzLORUDKNQfbjZUnmRKBKJmnCFIhnC6KHbqqPheKnDtBecerKeFELFS133nwj64YO4xojGGRv86iWvcDPSHxZduqqpFcUMEqGPTIfAnmlD8IOKdJrsvX6IP2FndnF-ps6O56ff4G13zp3g9R0Gm3XjfqChtDH7fiPcAwAXFKo |
openUrl | ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Information+content+of+slug+tests+for+estimating+hydraulic+properties+in+realistic%2C+high-conductivity+aquifer+scenarios&rft.jtitle=Journal+of+hydrology+%28Amsterdam%29&rft.au=Cardiff%2C+Michael&rft.au=Barrash%2C+Warren&rft.au=Thoma%2C+Michael&rft.au=Malama%2C+Bwalya&rft.date=2011-06-06&rft.issn=0022-1694&rft.volume=403&rft.issue=1-2&rft.spage=66&rft.epage=82&rft_id=info:doi/10.1016%2Fj.jhydrol.2011.03.044&rft.externalDBID=n%2Fa&rft.externalDocID=10_1016_j_jhydrol_2011_03_044 |
thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0022-1694&client=summon |
thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0022-1694&client=summon |
thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0022-1694&client=summon |