Systematic investigation of non-Boussinesq effects in variable-density groundwater flow simulations

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Autoren

  • Carlos R. Guevara Morel
  • Maarten Van Reeuwijk
  • Thomas Graf

Externe Organisationen

  • Imperial College London
Forschungs-netzwerk anzeigen

Details

OriginalspracheEnglisch
Seiten (von - bis)82-98
Seitenumfang17
FachzeitschriftJournal of contaminant hydrology
Jahrgang183
Frühes Online-Datum23 Okt. 2015
PublikationsstatusVeröffentlicht - 1 Dez. 2015

Abstract

The validity of three mathematical models describing variable-density groundwater flow is systematically evaluated: (i) a model which invokes the Oberbeck-Boussinesq approximation (OB approximation), (ii) a model of intermediate complexity (NOB1) and (iii) a model which solves the full set of equations (NOB2). The NOB1 and NOB2 descriptions have been added to the HydroGeoSphere (HGS) model, which originally contained an implementation of the OB description. We define the Boussinesq parameter ερ = βω Δω where βω is the solutal expansivity and Δω is the characteristic difference in solute mass fraction. The Boussinesq parameter ερ is used to systematically investigate three flow scenarios covering a range of free and mixed convection problems: 1) the low Rayleigh number Elder problem (Van Reeuwijk et al., 2009), 2) a convective fingering problem (Xie et al., 2011) and 3) a mixed convective problem (Schincariol et al., 1994). Results indicate that small density differences (ερ ≤0.05) produce no apparent changes in the total solute mass in the system, plume penetration depth, center of mass and mass flux independent of the mathematical model used. Deviations between OB, NOB1 and NOB2 occur for large density differences (ε> 0.12), where lower description levels will underestimate the vertical plume position and overestimate mass flux. Based on the cases considered here, we suggest the following guidelines for saline convection: the OB approximation is valid for cases with ε;bsub; < 0.05, and the full NOB set of equations needs to be used for cases with ε > 0.10. Whether NOB effects are important in the intermediate region differ from case to case.

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Systematic investigation of non-Boussinesq effects in variable-density groundwater flow simulations. / Guevara Morel, Carlos R.; Van Reeuwijk, Maarten; Graf, Thomas.
in: Journal of contaminant hydrology, Jahrgang 183, 01.12.2015, S. 82-98.

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Guevara Morel CR, Van Reeuwijk M, Graf T. Systematic investigation of non-Boussinesq effects in variable-density groundwater flow simulations. Journal of contaminant hydrology. 2015 Dez 1;183:82-98. Epub 2015 Okt 23. doi: 10.1016/j.jconhyd.2015.10.004
Guevara Morel, Carlos R. ; Van Reeuwijk, Maarten ; Graf, Thomas. / Systematic investigation of non-Boussinesq effects in variable-density groundwater flow simulations. in: Journal of contaminant hydrology. 2015 ; Jahrgang 183. S. 82-98.
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abstract = "The validity of three mathematical models describing variable-density groundwater flow is systematically evaluated: (i) a model which invokes the Oberbeck-Boussinesq approximation (OB approximation), (ii) a model of intermediate complexity (NOB1) and (iii) a model which solves the full set of equations (NOB2). The NOB1 and NOB2 descriptions have been added to the HydroGeoSphere (HGS) model, which originally contained an implementation of the OB description. We define the Boussinesq parameter ερ = βω Δω where βω is the solutal expansivity and Δω is the characteristic difference in solute mass fraction. The Boussinesq parameter ερ is used to systematically investigate three flow scenarios covering a range of free and mixed convection problems: 1) the low Rayleigh number Elder problem (Van Reeuwijk et al., 2009), 2) a convective fingering problem (Xie et al., 2011) and 3) a mixed convective problem (Schincariol et al., 1994). Results indicate that small density differences (ερ ≤0.05) produce no apparent changes in the total solute mass in the system, plume penetration depth, center of mass and mass flux independent of the mathematical model used. Deviations between OB, NOB1 and NOB2 occur for large density differences (ε> 0.12), where lower description levels will underestimate the vertical plume position and overestimate mass flux. Based on the cases considered here, we suggest the following guidelines for saline convection: the OB approximation is valid for cases with ε;bsub; < 0.05, and the full NOB set of equations needs to be used for cases with ε > 0.10. Whether NOB effects are important in the intermediate region differ from case to case.",
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AU - Guevara Morel, Carlos R.

AU - Van Reeuwijk, Maarten

AU - Graf, Thomas

N1 - Publisher Copyright: © 2015 Elsevier B.V. All rights reserved.

PY - 2015/12/1

Y1 - 2015/12/1

N2 - The validity of three mathematical models describing variable-density groundwater flow is systematically evaluated: (i) a model which invokes the Oberbeck-Boussinesq approximation (OB approximation), (ii) a model of intermediate complexity (NOB1) and (iii) a model which solves the full set of equations (NOB2). The NOB1 and NOB2 descriptions have been added to the HydroGeoSphere (HGS) model, which originally contained an implementation of the OB description. We define the Boussinesq parameter ερ = βω Δω where βω is the solutal expansivity and Δω is the characteristic difference in solute mass fraction. The Boussinesq parameter ερ is used to systematically investigate three flow scenarios covering a range of free and mixed convection problems: 1) the low Rayleigh number Elder problem (Van Reeuwijk et al., 2009), 2) a convective fingering problem (Xie et al., 2011) and 3) a mixed convective problem (Schincariol et al., 1994). Results indicate that small density differences (ερ ≤0.05) produce no apparent changes in the total solute mass in the system, plume penetration depth, center of mass and mass flux independent of the mathematical model used. Deviations between OB, NOB1 and NOB2 occur for large density differences (ε> 0.12), where lower description levels will underestimate the vertical plume position and overestimate mass flux. Based on the cases considered here, we suggest the following guidelines for saline convection: the OB approximation is valid for cases with ε;bsub; < 0.05, and the full NOB set of equations needs to be used for cases with ε > 0.10. Whether NOB effects are important in the intermediate region differ from case to case.

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