Colombano S, Davarzani H, van Hullebusch E, Ignatiadis I, Huguenot D, Guyonnet D, Rouyer F,
Deparis J (2018a) Polluted soil remediation of heavy chlorinated solvents in saturated porous
media: effects of thermal and chemical enhancements. In: Eleventh international conference on
remediation of chlorinated and recalcitrant compounds. Battelle Press, Columbus, OH, Number
B; p 60
Colombano S, Joubert A, Cazaux D, Maire J, Fatin-Rouge N, Marion C, Kaifas D, Klein P,
Triger A, Dumestre A, Giraud Q, Paris B, Deparis J, Baillieux P (2018b) Le projet SILPHES –
Solutions Innovantes de Lutte contre les Produits Halogénés dans les Eaux Souterraines :
1. Quid de l’amélioration de la récupération physique d’un produit pur en aquifère alluvial?
In: U. ADEME, E. Network Members (eds) Les rendez-vous du réseau ESSORT – Solutions de
traitement des sites et sols pollués. ADEME, UPDS, and ESSORT Network Members, Paris
Connor J, Newell C, Wilson D (1989) Assessment, field testing, conceptual design for managing
dense nonaqueous phase liquids (DNAPL) at a superfund site. In: Proceedings of petroleum
hydrocarbons and organic chemicals in ground water: prevention, detection, and restoration, vol
1. A conference and exposition. The Westin Galleria, Houston, TX, pp 519–533
Craig FF (1971) The reservoir engineering aspects of waterflooding. Society of Petroleum Engineers of AIME, New York, NY. Number 978-0-89520-202-4; 142 p
Crichlow HB (1977) Modern reservoir engineering – a simulation approach. Prentice Hall, Englewood Cliffs, NJ. Number 0135974682; 354 p
Dash Z, Robinson B, Zyvoloski G (1997) Software requirements, design and verification for the
FEHM application. A finite element heat and mass transfer code. Los Alamos National
Laboratory, Los Alamos, NM. Number LA-13305-MS; 206 p
Dullien FAL (1992) Porous media: fluid transport and pore structure, 2nd edn. Academic Press, San
Diego, CA. Number 978-0-12-223651-8; 574 p
Dwarakanath V, Kostarelos K, Pope G, Shotts G, Wade W (1999) Anionic surfactant remediation
of soil columns contaminated by nonaqueous phase liquids. J Contam Hydrol 38(4):465–488
Falta R, Pruess K, Finsterle S, Battistelli A (1995) T2VOC user’s guide. Lawrence Berkeley
National Laboratory, Berkeley, CA. Number LBL-36400; 155 p
Falta R, Rao P, Basu N (2005a) Assessing the impacts of partial mass depletion in DNAPL source
zones: I. Analytical modeling of source strength functions and plume response. J Contam
Hydrol 78(4):259–280
Falta R, Basu N, Rao P (2005b) Assessing impacts of partial mass depletion in DNAPL source
zones: II. Coupling source strength functions to plume evolution. J Contam Hydrol 79
(1–2):45–66
Feenstra S, Cherry JA (1988) Subsurface contamination by dense non-aqueous phase liquids
(DNAPL) chemicals. In: International groundwater symposium, International Association of
Hydrogeologists, Halifax, Nova Scotia, Canada
Ferry JP, Dougherty PJ (1986) Occurrence and recovery of a DNAPL in a low-yielding bedrock
aquifer. In: Petroleum hydrocarbons and organic chemicals in ground water – prevention,
detection and restoration. Proceedings of the NWWA/API conference, Houston, TX, USA, pp
722–733
Fetter CW (1994) Contaminant hydrogeology. Prentice-Hall, Upper Slade River, NJ,. Number
0130882399; 598 p
Freeze RA, McWhorter DB (1997) A framework for assessing risk reduction due to DNAPL mass
removal from low-permeability soils. Groundwater 35(1):111–123
FRTR (2007) Remediation technologies screening matrix and reference guide, Version 4.0
Gardner WR (1958) Some steady state solutions of unsaturated moisture flow equations with
application to evaporation from water table. Soil Sci 85(4):228–232
Gerhard J, Kueper B, Hecox G, Schwarz E (2001) Site-specific design for dual phase recovery and
stabilization of pooled DNAPL. Ground Water Monit Remediat 21(2):71–88
Giraud Q, Gonçalvès J, Paris B, Joubert A, Triger A, Colombano S, Cazaux D (2016) Multiphase
flow modelling of a dnapl pumping: case study of hexachlorobutadiene in a shallow alluvial
aquifer. In: I. A. of Hydrogeologists (ed) Proceedings of the 43rd international association of
2 Free Product Recovery of Non-aqueous Phase Liquids in Contaminated Sites:. . .
141
Deparis J (2018a) Polluted soil remediation of heavy chlorinated solvents in saturated porous
media: effects of thermal and chemical enhancements. In: Eleventh international conference on
remediation of chlorinated and recalcitrant compounds. Battelle Press, Columbus, OH, Number
B; p 60
Colombano S, Joubert A, Cazaux D, Maire J, Fatin-Rouge N, Marion C, Kaifas D, Klein P,
Triger A, Dumestre A, Giraud Q, Paris B, Deparis J, Baillieux P (2018b) Le projet SILPHES –
Solutions Innovantes de Lutte contre les Produits Halogénés dans les Eaux Souterraines :
1. Quid de l’amélioration de la récupération physique d’un produit pur en aquifère alluvial?
In: U. ADEME, E. Network Members (eds) Les rendez-vous du réseau ESSORT – Solutions de
traitement des sites et sols pollués. ADEME, UPDS, and ESSORT Network Members, Paris
Connor J, Newell C, Wilson D (1989) Assessment, field testing, conceptual design for managing
dense nonaqueous phase liquids (DNAPL) at a superfund site. In: Proceedings of petroleum
hydrocarbons and organic chemicals in ground water: prevention, detection, and restoration, vol
1. A conference and exposition. The Westin Galleria, Houston, TX, pp 519–533
Craig FF (1971) The reservoir engineering aspects of waterflooding. Society of Petroleum Engineers of AIME, New York, NY. Number 978-0-89520-202-4; 142 p
Crichlow HB (1977) Modern reservoir engineering – a simulation approach. Prentice Hall, Englewood Cliffs, NJ. Number 0135974682; 354 p
Dash Z, Robinson B, Zyvoloski G (1997) Software requirements, design and verification for the
FEHM application. A finite element heat and mass transfer code. Los Alamos National
Laboratory, Los Alamos, NM. Number LA-13305-MS; 206 p
Dullien FAL (1992) Porous media: fluid transport and pore structure, 2nd edn. Academic Press, San
Diego, CA. Number 978-0-12-223651-8; 574 p
Dwarakanath V, Kostarelos K, Pope G, Shotts G, Wade W (1999) Anionic surfactant remediation
of soil columns contaminated by nonaqueous phase liquids. J Contam Hydrol 38(4):465–488
Falta R, Pruess K, Finsterle S, Battistelli A (1995) T2VOC user’s guide. Lawrence Berkeley
National Laboratory, Berkeley, CA. Number LBL-36400; 155 p
Falta R, Rao P, Basu N (2005a) Assessing the impacts of partial mass depletion in DNAPL source
zones: I. Analytical modeling of source strength functions and plume response. J Contam
Hydrol 78(4):259–280
Falta R, Basu N, Rao P (2005b) Assessing impacts of partial mass depletion in DNAPL source
zones: II. Coupling source strength functions to plume evolution. J Contam Hydrol 79
(1–2):45–66
Feenstra S, Cherry JA (1988) Subsurface contamination by dense non-aqueous phase liquids
(DNAPL) chemicals. In: International groundwater symposium, International Association of
Hydrogeologists, Halifax, Nova Scotia, Canada
Ferry JP, Dougherty PJ (1986) Occurrence and recovery of a DNAPL in a low-yielding bedrock
aquifer. In: Petroleum hydrocarbons and organic chemicals in ground water – prevention,
detection and restoration. Proceedings of the NWWA/API conference, Houston, TX, USA, pp
722–733
Fetter CW (1994) Contaminant hydrogeology. Prentice-Hall, Upper Slade River, NJ,. Number
0130882399; 598 p
Freeze RA, McWhorter DB (1997) A framework for assessing risk reduction due to DNAPL mass
removal from low-permeability soils. Groundwater 35(1):111–123
FRTR (2007) Remediation technologies screening matrix and reference guide, Version 4.0
Gardner WR (1958) Some steady state solutions of unsaturated moisture flow equations with
application to evaporation from water table. Soil Sci 85(4):228–232
Gerhard J, Kueper B, Hecox G, Schwarz E (2001) Site-specific design for dual phase recovery and
stabilization of pooled DNAPL. Ground Water Monit Remediat 21(2):71–88
Giraud Q, Gonçalvès J, Paris B, Joubert A, Triger A, Colombano S, Cazaux D (2016) Multiphase
flow modelling of a dnapl pumping: case study of hexachlorobutadiene in a shallow alluvial
aquifer. In: I. A. of Hydrogeologists (ed) Proceedings of the 43rd international association of
2 Free Product Recovery of Non-aqueous Phase Liquids in Contaminated Sites:. . .
141