Details
Originalsprache | Englisch |
---|---|
Seiten (von - bis) | 82-98 |
Seitenumfang | 17 |
Fachzeitschrift | Journal of contaminant hydrology |
Jahrgang | 183 |
Frühes Online-Datum | 23 Okt. 2015 |
Publikationsstatus | Veröffentlicht - 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.
ASJC Scopus Sachgebiete
- Umweltwissenschaften (insg.)
- Umweltchemie
- Umweltwissenschaften (insg.)
- Gewässerkunde und -technologie
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in: Journal of contaminant hydrology, Jahrgang 183, 01.12.2015, S. 82-98.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Systematic investigation of non-Boussinesq effects in variable-density groundwater flow simulations
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.
AB - 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.
KW - HydroGeoSphere
KW - Oberbeck-Boussinesq
KW - Variable-density flow
UR - http://www.scopus.com/inward/record.url?scp=84946145802&partnerID=8YFLogxK
U2 - 10.1016/j.jconhyd.2015.10.004
DO - 10.1016/j.jconhyd.2015.10.004
M3 - Article
C2 - 26540664
AN - SCOPUS:84946145802
VL - 183
SP - 82
EP - 98
JO - Journal of contaminant hydrology
JF - Journal of contaminant hydrology
SN - 0169-7722
ER -