2004
DOI: 10.1016/j.jhazmat.2004.02.033
|View full text |Cite
|
Sign up to set email alerts
|

Two-dimensional DNAPL migration affected by groundwater flow in unconfined aquifer

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

1
26
0

Year Published

2008
2008
2022
2022

Publication Types

Select...
7

Relationship

0
7

Authors

Journals

citations
Cited by 37 publications
(27 citation statements)
references
References 20 publications
1
26
0
Order By: Relevance
“…The increasing flow velocity also promotes PCE redistribution and restrains the occurrence of preferential flow along artificial interfaces. This is because greater hydrodynamic pressure reduces pore PCE pressure and capillary pressure between the aqueous and NAPL phases, which accelerates the vertical PCE migration (Kamon et al 2004). Figure 3 shows the effect of flow velocity on PCE migration for layered-lenses cases.…”
Section: Resultsmentioning
confidence: 99%
See 3 more Smart Citations
“…The increasing flow velocity also promotes PCE redistribution and restrains the occurrence of preferential flow along artificial interfaces. This is because greater hydrodynamic pressure reduces pore PCE pressure and capillary pressure between the aqueous and NAPL phases, which accelerates the vertical PCE migration (Kamon et al 2004). Figure 3 shows the effect of flow velocity on PCE migration for layered-lenses cases.…”
Section: Resultsmentioning
confidence: 99%
“…The migration behavior and distribution of DNAPL spills in the subsurface may be influenced by many factors including the physicochemical properties of the DNAPLs Phelan et al 2004;Mastrocicco et al 2011), spill rate (Christ et al 2005;Wang 2013;Okuda et al 2014), groundwater flow velocity (Kamon et al 2004;Erning et al 2012), and soil heterogeneity (Powers et al 1998;Bradford et al 2003;Fagerlund et al 2006;Yang et al 2013). Among them, groundwater flow velocity and heterogeneity are most commonly encountered factors that are generally considered to vary in the subsurface-for instance, flow velocity may be enhanced in sandy aquifers at the foothills of mountains or surrounding groundwater production facilities.…”
Section: Introductionmentioning
confidence: 99%
See 2 more Smart Citations
“…Toyoura sand is widely used as a standard sand in geotechnical studies in Japan (Kamon et al 2004). Standard sands and river sands were used in an unsaturated condition having 0.1, 0.2, and 0.3 m 3 /m 3 for the volumetric soil water content, with the soil porosity range around 0.40-0.45 for the soil column test using the FDR dielectric device.…”
Section: Methodsmentioning
confidence: 99%