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  <leader>01874nam a2200193Ia 4500</leader>
  <controlfield tag="001">CTU_138597</controlfield>
  <controlfield tag="008">210402s9999    xx            000 0 und d</controlfield>
  <datafield tag="082" ind1=" " ind2=" ">
   <subfield code="a">631.43</subfield>
  </datafield>
  <datafield tag="082" ind1=" " ind2=" ">
   <subfield code="b">I.39</subfield>
  </datafield>
  <datafield tag="245" ind1=" " ind2="0">
   <subfield code="a">Indirect methods for estimating the hydraulic properties of unsaturated soils</subfield>
  </datafield>
  <datafield tag="245" ind1=" " ind2="0">
   <subfield code="b">Proceedings of the international workshop on indirect methods for estimating the hydraulic properties of Unsaturated soils</subfield>
  </datafield>
  <datafield tag="245" ind1=" " ind2="0">
   <subfield code="c">edited by M. Th. van Genuchten, F. J. Leij, L. J. Lund</subfield>
  </datafield>
  <datafield tag="260" ind1=" " ind2=" ">
   <subfield code="a">Califonia</subfield>
  </datafield>
  <datafield tag="260" ind1=" " ind2=" ">
   <subfield code="b">U.S. Department of Agriculture</subfield>
  </datafield>
  <datafield tag="260" ind1=" " ind2=" ">
   <subfield code="c">1989</subfield>
  </datafield>
  <datafield tag="520" ind1=" " ind2=" ">
   <subfield code="a">By comparing the measured and estimated conductivities for the group of data, the accuracy of the approach could be determined for various conditions. The analysis consisted of comparing measured and estimated conductivities using the predictive method (i.e., when the unsaturated hydraulic conductivity is assumed to be unknown), the simultaneous method (i.e., when both water retention and unsaturated hydraulic conductivity data are available), a matching point (at a point somewhat dryer than saturation) to scale the estimated value of the conductivity, and a methods involving the adjustment of Mualem’s empirical factor, 4 to improve the fit between the measured and estimated conductivity. The results indicate that for this group of data, the best estimates of the unsaturated hydraulic conductivity are obtained using either the predictive approach with a matching point, or the simultaneous approach using a 6-parameter fit (i.e., including 0,. O,, a. n, (and K, in the fitting procedure). Surprisingly, the worst and most biased estimates were obtained using the simultaneous approach with a S-parameter fit (i.e., when K, was fixed).</subfield>
  </datafield>
  <datafield tag="650" ind1=" " ind2=" ">
   <subfield code="a">Soil physics,Cơ học đất</subfield>
  </datafield>
  <datafield tag="904" ind1=" " ind2=" ">
   <subfield code="i">Trọng Hiếu</subfield>
  </datafield>
  <datafield tag="980" ind1=" " ind2=" ">
   <subfield code="a">Trung tâm Học liệu Trường Đại học Cần Thơ</subfield>
  </datafield>
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