navyaCurator
If the specific gravity and voids in soil sample are G and e respectively, the hydraulic gradient i, is
If the specific gravity and voids in soil sample are G and e respectively, the hydraulic gradient i, is
= Δp/L = hydraulic gradient applied between the points a and b. Quantity of water flowing in unit time through a unit gross cross sectional area of soil at right angles to the direction of flow .