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Chapter 2 Onedimensional Steady Flow of Groundwater
Chapter 3 Twodimensional Steady Flow of Groundwater
Chapter 4 Approximate Methods of Solving Twodimensional Problems of Groundwater Hydraulics
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according to eqn applies assumed axes axis boundary conditions calculated canal capillary coefﬁcient of permeability complex potential conformal mapping considered const constant coordinates corresponding cosh cut-off wall deﬁned deﬁnition depression curve determined differential direction effect elliptic integral equation of continuity equipotential lines equipotential surfaces example ﬁctitious ﬁeld ﬁnd ﬁow ﬁrst ﬁssure ﬁt flow ﬂow region free surface function groundwater half-plane Hence horizontal hydraulically imperfect inﬁltration inﬁnitely integral layer liquid medium method moisture motion obtain partial partial differential equations piezometric head plane porosity pressure problem quantity of seepage radius region of seepage relation reservoir satisﬁed saturated Section shown in Fig side of eqn simpliﬁed sin2 sinh sink soil solution solved speciﬁc stratum stream function subsoil substituting in eqn superposition surface of seepage theory transformation velocity hodograph velocity potential vertical volume ﬂow water ﬂows water surface