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The chapter discusses the permeability of soil, including the concepts of pressure, elevation, and total heads affecting water flow through the soil's interconnected pores. Various factors, including soil type and particle size, determine permeability, which is essential for understanding groundwater movement in different soil conditions. Additionally, Darcy's Law provides a foundational equation for quantifying fluid flow in saturated soils.
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Term: Permeability
Definition: A measure of the ease with which water flows through the interconnected pores of soil.
Term: Darcy's Law
Definition: An empirical relationship that correlates flow velocity and hydraulic gradient in saturated soils.
Term: Total Head
Definition: Sum of elevation head, pressure head, and velocity head that determines the flow of water in soil, usually simplified to the piezometric head.
Term: Seepage Velocity
Definition: The actual velocity of water within the pores of the soil, typically greater than superficial velocity.
Term: Hydraulic Gradient
Definition: The slope of the total head between two points in soil that drives water flow.