American Society of Civil Engineers


NAPL and Contaminant Transport in the Soil Matrix


by Yoram Cohen, (Univ of California, United States) and Patrick A. Ryan, (Univ of California, United States)

pp. 702-709

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Document type: Conference Proceeding Paper
Part of: Environmental Engineering (1989)
Abstract: A one-dimensional multiphase mass transport model for the migration of a Non-Aqueous Phase Liquid (NAPL) containing sparingly water soluble organics in the unsaturated soil zone is described. The model consists of a two phase immiscible flow model linked to a four phase chemical transport model. The immiscible flow model incorporates a front tracking algorithm to determine the front of the invading NAPL as a function of penetration time. The NAPL penetration toward groundwater is shown to be a function of 4 dimensionless groups - NAPL Capillary number, the ratio of the NAPL Reynolds number to the NAPL Froude number, and the ratio of the defending phase to NAPL phase densities and viscosities. Simulations for the migration of organic chemicals revealed that contaminant concentrations in the air and aqueous phases past the front can be significant. Finally, mass transfer limitations for interfacial transport between the NAPL and the water phases and between the water and solid phases were shown to be important in describing chemical migration associated with a NAPL leak.


ASCE Subject Headings:
Groundwater pollution
Mass transport
Organic compounds
Pollution
Vadose zone

Author Keywords:
Flow of Fluids
Mass Transfer--Mathematical Models - Organic Chemicals--Solutions - Soils
Chemical Transport Model - Contaminant Transport - Immiscible Flow Model - Soil Matrix - Vadose Zone