Estimating the Hydraulic Conductivity of Landfilled Municipal Solid Waste Using the Borehole Permeameter Test

This paper reports the in situ field saturated hydraulic conductivity of municipal solid waste at a landfill in Florida. The saturated hydraulic conductivity ( Ks ) was estimated at 23 locations using the borehole permeameter test, a method commonly used for determination of the Ks of unsaturated soil. The Ks of the landfilled waste was found to range from 5.4× 10−6 to 6.1× 10−5 cm∕s . The Ks was found to be on the lower end of the range of Ks reported by previous studies. The hydraulic conductivity of the waste decreased with depth, the likely result of greater overburden pressures associated with deep locations of the landfill. Permeability values ( kw ) of the landfilled waste calculated based on Ks were compared with permeability values estimated using air as the fluid (air permeability, ka ). Values of ka were found to be approximately three orders of magnitude greater than those of kw . The lower permeability of the waste to water was primarily attributed to entrapped gas. Other factors such as pote...

[1]  Issa S. Oweis,et al.  HYDRAULIC CHARACTERISTICS OF MUNICIPAL REFUSE , 1990 .

[2]  Debra R Reinhart,et al.  The bioreactor landfill: Its status and future , 2002, Waste management & research : the journal of the International Solid Wastes and Public Cleansing Association, ISWA.

[3]  Adrian E. Scheidegger,et al.  The physics of flow through porous media , 1957 .

[4]  Daniel B. Stephens,et al.  Regression models for hydraulic conductivity and field test of the borehole permeameter , 1987 .

[5]  S. P. Neuman,et al.  Vadose Zone Permeability Tests: Steady State Results , 1982 .

[6]  R. P. Beaven,et al.  Hydraulic properties of household waste and implications for landfills , 1999 .

[7]  Brent Clothier,et al.  THE CONSTANT HEAD WELL PERMEAMETER: EFFECT OF UNSATURATED FLOW , 1985 .

[8]  J. Xiang Improvements in evaluating constant-head permeameter test data , 1994 .

[9]  Debra R. Reinhart,et al.  Air Permeability of Waste in a Municipal Solid Waste Landfill , 2005 .

[10]  S. P. Neuman,et al.  Vadose Zone Permeability Tests: Summary , 1982 .

[11]  Morton A. Barlaz,et al.  Refuse Decomposition in the Presence and Absence of Leachate Recirculation , 2002 .

[12]  Todd C. Rasmussen,et al.  PERMEABILITY OF APACHE LEAP TUFF : BOREHOLE AND CORE MEASUREMENTS USING WATER AND AIR , 1993 .

[13]  E Bou-Zeid,et al.  Parametric sensitivity analysis of leachate transport simulations at landfills. , 2004, Waste management.

[14]  Philip T. McCreanor,et al.  Hydrodynamic modeling of leachate recirculating landfills , 1996 .

[15]  Daniel B. Stephens,et al.  Vadose Zone Hydrology , 1995 .

[16]  Mutasem El-Fadel,et al.  Leachate Recirculation Effects on Settlement and Biodegradation Rates in MSW Landfills , 1999 .

[17]  Giorgio Cassiani A new method for the interpretation of the constant-head well permeameter , 1998 .

[18]  Edward G. Nawy,et al.  Moisture Transport in a Solid Waste Column , 1984 .

[19]  S. P. Neuman,et al.  Vadose zone permeability tests: unsteady flow. , 1983 .

[20]  F. Pohland,et al.  Strategies for Simulation, Design, and Management of Solid Wastes Disposal Sites as Landfill Bioreactors , 1998 .

[21]  S. P. Neuman,et al.  Free surface and saturated-unsaturated analyses of borehole infiltration tests above the water table , 1982 .

[22]  D. Chynoweth,et al.  HYDRAULIC CONDUCTIVITY OF COMPACTED MUNICIPAL SOLID WASTE , 1995 .

[23]  C. Zangar,et al.  THEORY AND PROBLEMS OF WATER PERCOLATION , 1953 .

[24]  Kimberly L Shank Determination of the Hydraulic Conductivity of the Alachua County Southwest Landfill , 1993 .

[25]  R. Rowe,et al.  Influence of landfill leachate suspended solids on clog (biorock) formation. , 2004, Waste management.

[26]  J. Philip,et al.  APPROXIMATE ANALYSIS OF THE BOREHOLE PERMEAMETER IN UNSATURED SOIL , 1985 .

[27]  Timothy G. Townsend,et al.  Leachate-Recycle Infiltration Ponds , 1995 .

[28]  Philip T. McCreanor Landfill leachate recirculation systems : mathematical modeling and validation , 1998 .

[29]  Y. W. Kim,et al.  Hydraulic properties and leachate level analysis of Kimpo metropolitan landfill, Korea. , 2002, Waste management.

[30]  Debra R. Reinhart,et al.  Full-Scale Experiences With Leachate Recirculating Landfills: Case Studies , 1996 .

[31]  Per Schjønning,et al.  AIR AND WATER PERMEABILITY IN DIFFERENTLY TEXTURED SOILS AT TWO MEASUREMENT SCALES , 2001 .

[32]  H. Bouwer,et al.  A slug test for determining hydraulic conductivity of unconfined aquifers with completely or partially penetrating wells , 1976 .

[33]  Dimitrios Komilis,et al.  The effect of landfill design and operation practices on waste degradation behavior: a review , 1999 .

[34]  James J. Noble,et al.  EXPERIMENTAL AND MATHEMATICAL MODELING OF MOISTURE TRANSPORT IN LANDFILLS , 1991 .

[35]  A. Corey Mechanics of Immiscible Fluids in Porous Media , 1986 .

[36]  Debra R. Reinhart,et al.  Landfill Bioreactor Design and Operation , 1997 .

[37]  J. Xiang,et al.  Evaluation of solutions for deep constant-head boreholes , 1997 .