Section of an Earth Dam : The design of an earth dam essentially consists of determining such a cross section the dam which when constructed with the available materials will fulfill its required tion with adequate safety. Thus there are two aspects of the design of an earth dam. b) Foundation pervious to a moderate depth, after which impervious strata isavailable : (c) Foundation pervious to a great depth: CASE 2 ONLY FINE GRAVEL OR COARSE SAND IS AVAILABLE PROVIDE DIAPHRAM TYPE DAM WITH SUITABLE ARRANGEMENTS CASE 3 ONLY SILT AND CLAY IS AVAILABLE NO CORE ONLY IMPERVIOUS BLANKED AND ROCK TOE PROVIDES SEEPAGE ANALYSIS ASSUMPTIONS FLOW IS – TWO DIMENTIONAL Soil is INCOMPRESSIBLE SOIL Soil is homogeneous and isotropic Soil is fully saturated Flow is steady Darcys law is valid Phreatic line – (seepage line) Line within the dam section having positive hydrostatic pressure at below section and negative hydrostatic pressure at above section Line has atmospheric pressure itself Separation line of saturated and non saturated portion Casagrande method of determining seepage line