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K from Grain Size Analysis Report Date:9/3/2024 <br />Sample Name:CDCR EW-3 105-109 <br />Mass Sample (g):100 T (oC)20 <br />Estimation of Hydraulic <br />Conductivity cm/s m/s m/d <br />Hazen .162E-03 .162E-05 0.14 <br />Hazen K (cm/s) = d10 (mm).267E-03 .267E-05 0.23 <br />Slichter .324E-04 .324E-06 0.03 <br />Terzaghi .475E-04 .475E-06 0.04 <br />Beyer .195E-03 .195E-05 0.17 <br />Sauerbrei .998E-04 .998E-06 0.09 <br />Kruger .873E-02 .873E-04 7.55 <br />Kozeny-Carmen .106E-01 .106E-03 9.13 <br />Zunker .773E-02 .773E-04 6.68 <br />Zamarin .903E-02 .903E-04 7.80 <br />USBR .183E-03 .183E-05 0.16 <br />Barr .352E-04 .352E-06 0.03 <br />Alyamani and Sen .197E-03 .197E-05 0.17 <br />Chapuis .665E-05 .665E-07 0.01 <br />Krumbein and Monk .725E-03 .725E-05 0.63 <br />geometric mean .329E-03 .329E-05 0.28 <br />arithmetic mean .176E-02 .176E-04 1.52 <br />Poorly sorted sand low in fines <br />0.001 <br />0.01 <br />0.1 <br />1 <br />10 <br />K (m/d)Met criteria Failed criteria geometric mean arithmetic mean