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By N.J. Misquitta, T.E. Jordan, P.D. Sorek, and M.D. Brourman Using Critical Gradient Data to Predict DNAPL Migration
Todays Presentation ,[object Object],[object Object],[object Object],[object Object],[object Object]
Case Study #1: Former Wood Treating Facility ,[object Object],[object Object],[object Object],[object Object],[object Object]
 
 
 
1953 USGS Topographic Map
1953 USGS Topographic Map
Area of Interest
 
 
Cross Section Looking South
Geologic Cross Section Along SBS
Sheetpile Barrier Wall
NAPL Seeps
Questions to Ponder… ,[object Object],[object Object],[object Object]
Problems to Address ,[object Object],[object Object],[object Object],[object Object]
NAPL Properties and Critical Gradient ,[object Object]
Flow Net – Non-Leaky Barrier Wall
Flow Net – Leaky Barrier Wall
Vertical Gradient Model – High Stage
Vertical Gradient Model – Low Stage
Results ,[object Object],[object Object]
Case Study #2: Former Coal Tar Processing Facility ,[object Object],[object Object],[object Object],[object Object],[object Object]
Background Information ,[object Object],[object Object],[object Object],[object Object]
 
Questions to Ponder… ,[object Object],[object Object],[object Object],[object Object]
Critical Gradient Concept ,[object Object],[object Object]
Vertical Gradient Analysis ,[object Object],[object Object],[object Object]
Lateral NAPL Migration in Bedrock ,[object Object],[object Object],[object Object]
Critical Gradient for Fracture Flow Where: ρ D  = specific gravity of DNAPL ρ W  = specific gravity of water g = acceleration of gravity h = height or length σ = interfacial tension θ = contact angle r = pore throat radius or fracture aperture z = DNAPL body radius
Results ,[object Object],[object Object],[object Object]
Results ,[object Object],[object Object],[object Object],[object Object]

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Using Critical Gradient Data To Predict Dnapl