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K from Grain Size Analysis Report Date:9/3/2024 <br />Sample Name:CDCR EW-3 109-115 <br />Mass Sample (g):100 T (oC)20 <br />Estimation of Hydraulic <br />Conductivity cm/s m/s m/d <br />Hazen .288E-03 .288E-05 0.25 <br />Hazen K (cm/s) = d10 (mm).428E-03 .428E-05 0.37 <br />Slichter .596E-04 .596E-06 0.05 <br />Terzaghi .904E-04 .904E-06 0.08 <br />Beyer .342E-03 .342E-05 0.30 <br />Sauerbrei .187E-03 .187E-05 0.16 <br />Kruger .112E-01 .112E-03 9.68 <br />Kozeny-Carmen .148E-01 .148E-03 12.80 <br />Zunker .104E-01 .104E-03 8.97 <br />Zamarin .121E-01 .121E-03 10.49 <br />USBR .426E-03 .426E-05 0.37 <br />Barr .658E-04 .658E-06 0.06 <br />Alyamani and Sen .924E-03 .924E-05 0.80 <br />Chapuis .159E-04 .159E-06 0.01 <br />Krumbein and Monk .147E-02 .147E-04 1.27 <br />geometric mean .704E-03 .704E-05 0.61 <br />arithmetic mean .261E-02 .261E-04 2.25 <br />Poorly sorted sand low in fines <br />0.01 <br />0.1 <br />1 <br />10 <br />100 <br />K (m/d)Met criteria Failed criteria geometric mean arithmetic mean