• Title of article

    LAGOON SEALING AND FILTER CAKES

  • Author/Authors

    Lee، J. نويسنده , , Tyner، J. S. نويسنده , , Wright، W. C. نويسنده ,

  • Issue Information
    دوماهنامه با شماره پیاپی سال 2006
  • Pages
    -526
  • From page
    527
  • To page
    0
  • Abstract
    A recent study presented a two-layer (liner and seal) unsaturated model to predict the flux from lagoons. The model predicted that flux is not related to liner thickness, is only weakly related to the saturated hydraulic conductivity of the liner, and is primarily controlled by the hydraulic conductivity of the seal. In this study, we evaluated those predictions by monitoring the flux of dairy waste through eight intact soil monoliths (silt loam) with large macropores. After applying a 2.3 m column of dairy waste (2.3% total solids) to the top of the monoliths, a seal developed within 2 d, and the leakage continued to decrease for the remaining 83 d of the test. The average leakage rate after 85 d was 0.70 mm d-1, and an average of 218 mm of waste infiltrated into the monoliths. Small holes drilled into the sides of the monoliths, just below the soil surface, failed to fill with liquid, which demonstrated that the soil was unsaturated and therefore was not limiting the leakage rate. The amount of waste required to initially seal the monoliths did not correlate to the seal growth rate, which also implies that the soil contributed little to the seal growth rate or leakage rate after seal development. A plot of cumulative waste infiltration versus the square root of time showed a strong linear relationship (R2 = 0.996), which suggests that the phenomenon of dairy waste sealing a soil is analogous to filter cake growth. Long-term studies with other soil and waste types are needed to confirm the findings of this research.
  • Keywords
    Animal waste , clay liner , Confined animal , dairy , lagoon , leachate
  • Journal title
    Transactions of the ASABE
  • Serial Year
    2006
  • Journal title
    Transactions of the ASABE
  • Record number

    117181