Predicting the saturated hydraulic conductivity of sand and gravel …
The resulting extended Hazen equation is compared with the single equation that summarizes the NAVFAC chart. The predictive capacity of the two equations is assessed using published laboratory data for homogenized sand and gravel specimens, with an effective diameter d 10 between 0.13 and 1.98 mm and a void ratio e between 0.4 and 1
