1982
DOI: 10.3133/ofr82352
|View full text |Cite
|
Sign up to set email alerts
|

A model for the simulation of flow of variable-density ground water in three dimensions under steady-state conditions

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

0
28
0
2

Year Published

1983
1983
2016
2016

Publication Types

Select...
5
2
1

Relationship

0
8

Authors

Journals

citations
Cited by 23 publications
(30 citation statements)
references
References 6 publications
0
28
0
2
Order By: Relevance
“…Also, the VDF Process can be used without the IMT Process, which allows for fast variable‐density simulations, but only if it can be assumed that fluid density remains constant during the simulation. This type of variable‐density simulation would be similar to those represented by Weiss (1982), Maas and Emke (1988), and Olsthoorn (1996). Langevin et al (2003) provide a description of the processes and their compatibility in SEAWAT‐2000.…”
Section: Model Descriptionmentioning
confidence: 65%
See 1 more Smart Citation
“…Also, the VDF Process can be used without the IMT Process, which allows for fast variable‐density simulations, but only if it can be assumed that fluid density remains constant during the simulation. This type of variable‐density simulation would be similar to those represented by Weiss (1982), Maas and Emke (1988), and Olsthoorn (1996). Langevin et al (2003) provide a description of the processes and their compatibility in SEAWAT‐2000.…”
Section: Model Descriptionmentioning
confidence: 65%
“…MODFLOW‐based codes designed to simulate variable‐density flow typically solve a formulation of the ground water flow equation in terms of equivalent fresh water head. Weiss (1982) was one of the first to recast the ground water flow equation in this form. With the equivalent fresh water head formulation, density effects can be incorporated into a constant‐density flow model as “pseudosources.”Lebbe (1983) also implemented an equivalent fresh water head formulation of the flow equation by modifying the method of characteristics program (Konikow and Bredehoeft 1978) to simulate variable‐density flow.…”
Section: Introductionmentioning
confidence: 99%
“…The formulation is written in terms of vertically integrated fluxes. Weiss [1982] and Maas and Emke [1988] used vertically integrated fluxes to simulate instantaneous flow fields, but did not consider the evolution of the density distribution through time. Both formulations result in the same differential equation as for single‐density flow, but with an additional pseudosource term representing the density effects.…”
Section: Introductionmentioning
confidence: 99%
“…Three-dimensional (Variable density) (Weiss, 1982 Three-dimensional (Variable density) (Kuiper, 1985).................... 39…”
Section: 35mentioning
confidence: 99%