Capillary Barriers: Design Variables and Water Balance

Water balance simulations were conducted with the unsaturated flow model UNSAT-H to assess how layer thicknesses, unsaturated hydraulic properties, and climate affect the performance of capillary barriers. Simulations were conducted for four locations in semiarid or arid climates. Hydraulic properties of four finer-grained and two coarser-grained soils were selected to study how saturated and unsaturated hydraulic properties affect the water balance. Results of the simulations indicate that thickness and hydraulic properties of the surface layer significantly affect the water balance of capillary barriers. As expected, increasing the thickness or reducing the saturated hydraulic conductivity of the finer-grained surface layer reduces percolation. Unsaturated hydraulic properties of the coarser layer also affect the water balance, including the storage capacity of the surface layer as well as the onset and amount of percolation from the cover. Thickness of the coarser layer has a much smaller impact on the water balance. Climate also affects the water balance. Greater soil water storage capacity is required at sites where the season with more frequent and less intense precipitation does not coincide with the season having highest evapotranspiration.

[1]  John C. Stormont,et al.  Parametric Study of Unsaturated Drainage Layers in a Capillary Barrier , 1999 .

[2]  M. Fayer,et al.  Estimated recharge rates at the Hanford Site , 1995 .

[3]  R. Nativ Radioactive waste isolation in arid zones , 1991 .

[4]  M. L. Rockhold,et al.  Variations in Recharge at the Hanford Site , 1992 .

[5]  Craig H. Benson,et al.  Water Balance Modeling of Earthen Final Covers , 1997 .

[6]  G. Gee,et al.  Variations in Water Balance and Recharge Potential at Three Western Desert Sites , 1994 .

[7]  Craig H. Benson,et al.  Unsaturated Hydraulic Conductivity and Water Balance Predictions for Earthen Landfill Final Covers , 1995 .

[8]  J. Bouma,et al.  Field Measurement of Unsaturated Hydraulic Conductivity by Infiltration Through Gypsum Crusts1 , 1972 .

[9]  Craig H. Benson,et al.  Monitoring System for Hydrologic Evaluation of Landfill Covers , 1994 .

[10]  M. J. Fayer,et al.  Field Lysimeter Test Facility status report IV: FY 1993 , 1993 .

[11]  Craig H. Benson,et al.  Soil-Water Characteristic Curves for Compacted Clays , 1997 .

[12]  G. Fasano,et al.  Measurement of evapotranspiration. , 1990 .

[13]  Tammo S. Steenhuis,et al.  Comment on “The Diversion Capacity of Capillary Barriers” by Benjamin Ross , 1991 .

[14]  C. Benson,et al.  Field Data from a Capillary Barrier and Model Predictions with UNSAT-H , 1999 .

[15]  Daniel Hillel,et al.  Groundwater recharge in arid regions: Review and critique of estimation methods , 1988 .

[16]  Stephen F. Dwyer,et al.  Alternative Landfill Covers Pass the Test , 1998 .

[17]  J. Stormont The Effect of Constant Anisotropy on Capillary Barrier Performance , 1995 .

[18]  M. L. Rockhold,et al.  Hydrologic Modeling of Protective Barriers: Comparison of Field Data and Simulation Results , 1992 .

[19]  Field Measurement of Unsaturated Hydraulic Conductivity by Infiltration through Artificial Crusts1 , 1971 .

[20]  T. Hakonson The Effects of Pocket Gopher Burrowing on Water Balance and Erosion from Landfill Covers , 1999 .

[21]  John C. Stormont,et al.  Method to Estimate Water Storage Capacity of Capillary Barriers , 1998 .

[22]  N. R. Wing,et al.  The development of permanent isolation barriers for buried wastes in cool deserts: Hanford, Washington , 1993 .

[23]  Warren J. Busscher,et al.  Simulation of Field Water Use and Crop Yield , 1980 .

[24]  B. J. Drennon,et al.  A water balance study of two landfill cover designs for semiarid regions. , 1990 .

[25]  Y. Mualem A New Model for Predicting the Hydraulic Conductivity , 1976 .

[26]  John C. Stormont,et al.  Capillary Barriers and Subtitle D Covers: Estimating Equivalency , 1997 .

[27]  William P. Kustas,et al.  A simple energy budget algorithm for the snowmelt runoff model. , 1994 .

[28]  W. R. Gardner Soil Properties and Efficient Water Use: An Overview , 1983 .

[29]  Anderson L. Ward,et al.  Performance Evaluation of a Field‐Scale Surface Barrier , 1997 .

[30]  H. L. Penman Natural evaporation from open water, bare soil and grass , 1948, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[31]  D. E. Daniel,et al.  COMPACTED CLAY LINERS AND COVERS FOR ARID SITES. DISCUSSION AND CLOSURE , 1993 .

[32]  Daniel Hillel,et al.  Applications of soil physics , 1980 .

[33]  Herman Bouwer,et al.  Rapid field measurement of air entry value and hydraulic conductivity of soil as significant parameters in flow system analysis , 1966 .

[34]  Joe T. Ritchie,et al.  Dryland Evaporative Flux in a Subhumid Climate: II. Plant Influences1 , 1971 .

[35]  John C. Stormont,et al.  The Performance of Two Capillary Barriers During Constant Infiltration , 1995 .

[36]  G. Gee,et al.  Estimating recharge rates for a groundwater model using a GIS , 1996 .

[37]  Benjamin Ross,et al.  The diversion capacity of capillary barriers , 1990 .

[38]  C. Benson,et al.  Earthen Covers for Semi-Arid and Arid Climates , 1995 .

[39]  G. Gee,et al.  Vadose-zone techniques for estimating groundwater recharge in arid and semiarid regions , 1994 .

[40]  J. Nyhan,et al.  A water balance study of four landfill cover designs varying in slope for semiarid regions , 1997 .

[41]  M. J. Fayer,et al.  UNSAT-H Version 2. 0: Unsaturated soil water and heat flow model , 1990 .

[42]  John C. Stormont,et al.  Capillary barrier effect from underlying coarser soil layer , 1999 .

[43]  Van Genuchten,et al.  A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .