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3.17 An important Lagrange coordinate            67

            (Notice that the summation convention tells us that there is a summation over all pairs of
            the same index, in this case s.) We therefore have


                            ∂b i   ∂v i ∂x s  ∂v i ∂x s  ∂v i ∂x s  ∂v i
                               =          ,       ,         =    b s .        (3.150)
                            ∂t     ∂x s ∂a 1 ∂x s ∂a 2 ∂x s ∂a 3  ∂x s
            Properties (1) and (2) from the definition of a determinant give that
              ∂ J  ∂v 1             ∂v 2            ∂v 3
                 =     d(b s , b 2 , b 3 ) +  d(b 1 , b s , b 3 ) +  d(b 1 , b 2 , b s ) = (∇· v) J (3.151)
              ∂t   ∂x s             ∂x s            ∂x s
            which is what we wanted to show.
            Exercise 3.21 Show that the acceleration in Eulerian coordinates is Dv/dt.



                              3.17 An important Lagrange coordinate

            We will in later chapters deal with subsiding sedimentary basins where the sediments
            compact and loose porosity during deposition and burial. Either an Euler or a Lagrange
            coordinate system can be used to describe the compaction of a sedimentary basin. The
            Euler coordinate system has the advantage that it can in principle be any coordinate sys-
            tem, but the disadvantage is that the material (time) derivative makes the equations more
            difficult to solve. A Lagrange description avoids the material derivative, but it might be
            difficult to find a convenient Lagrangian coordinate system. Fortunately, it turns out that
            the net (porosity-free) amount of sediments, when it is measured as the height above the
            base of the basin, is a convenient choice for a vertical Lagrangian coordinate. We will use
            ζ as notation for this Lagrangian coordinate, and the ζ-position of a sedimentary “grain”
            is constant, given that the movement of the sediments is restricted to the vertical direction.
            The relationship between the ζ and the real z-coordinate is given by

                                         dζ = (1 − φ)dz                       (3.152)

            which clearly shows that dζ is the net volume of solid in the interval dz. The net volume of
            solid is a constant given that the density of the solid is constant, an assumption that is nor-
            mally justified. The ζ-coordinate is measured from the base of the basin (or a sedimentary
            layer) while the z-coordinate is measured from the basin or water surface with the z-axis
            pointing downwards. The z-coordinate for a given ζ-coordinate is therefore

                                               ζ  ∗
                                                  dζ
                                        z =                                   (3.153)
                                             ζ  1 − φ(ζ)
            where the porosity φ is a function of ζ, and the ζ-coordinate of the basin surface is
                    ∗
            denoted ζ . Figure 3.17 gives an example of what a 2D basin looks like in a xz-coordinate
            system and in the corresponding xζ-coordinate system. The Lagrangian ζ-coordinates
            in the next chapters are used in several applications that involve sediment compaction
            (decreasing porosity with depth).
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