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K from Grain Size Analysis Report Date:9/3/2024 <br />Sample Name:CDCR EW-3 100-105 <br />Mass Sample (g):100 T (oC)20 <br />Estimation of Hydraulic <br />Conductivity cm/s m/s m/d <br />Hazen .116E-02 .116E-04 1.00 <br />Hazen K (cm/s) = d10 (mm).177E-02 .177E-04 1.53 <br />Slichter .238E-03 .238E-05 0.21 <br />Terzaghi .357E-03 .357E-05 0.31 <br />Beyer .139E-02 .139E-04 1.20 <br />Sauerbrei .171E-02 .171E-04 1.48 <br />Kruger .263E-01 .263E-03 22.71 <br />Kozeny-Carmen .342E-01 .342E-03 29.56 <br />Zunker .242E-01 .242E-03 20.90 <br />Zamarin .282E-01 .282E-03 24.38 <br />USBR .628E-02 .628E-04 5.42 <br />Barr .261E-03 .261E-05 0.23 <br />Alyamani and Sen .686E-02 .686E-04 5.92 <br />Chapuis .107E-03 .107E-05 0.09 <br />Krumbein and Monk .981E-02 .981E-04 8.47 <br />geometric mean .473E-02 .473E-04 4.09 <br />arithmetic mean .132E-01 .132E-03 11.41 <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