Page 304 - Physical Principles of Sedimentary Basin Analysis
P. 304

286                        Flexure of the lithosphere

                 The derivation of the torque τ(x) with respect to x is treated in Exercise 9.1. There is one
                 important modification that has to be done to the surface load before it can be applied to the
                 lithosphere. The lithosphere is a plate that is floating on a ductile mantle, and a deflected
                 plate is therefore pushed upwards by the buoyancy of the displaced mantle. The deflection
                 above the plate is assumed to be filled with the load, and the net pressure acting on the base
                 of the deflected lithospheric plate is then (  m −  c )w g where   m and   c are the densities of
                 mantle rock and the load, respectively. The buoyancy pressure acts upwards and the surface
                 load q(x) acts downwards, and the total vertical stress on the plate is q(x) −   gw(x),
                 where    =   m −   c . The equation for deflection caused by a surface load on an elastic
                 plate buoyed by the mantle is therefore

                                              4
                                             d w
                                           D     +    g w = q(x)                    (9.14)
                                             dx 4
                 where the parameter
                                                     Eh 3
                                              D =                                   (9.15)
                                                          2
                                                   12(1 − ν )
                 is called the flexural rigidity. We see right away that a plate with zero flexural rigidity has
                 the deflection
                                                      q(x)
                                               w(x) =                               (9.16)
                                                         g
                 which is simply Airy isostatic equilibrium. The isostatic subsidence (9.16) can be rewritten
                 as a force balance q +   c gw =   m gw, which shows that q is the pressure from the load
                 above z = 0. The remaining part of the load, which is below z = 0, is the rock with
                 density   c that fills the deflection. In other words, the solution for the deflection tells us
                 how much rock fills the deflection for a given surface load. This depth was obtained earlier
                 with equation (7.14) for the crustal root of a mountain range in isostatic equilibrium.

                 Note 9.1 Radius of curvature. A circle that fits a curve at a position x is found by first
                 drawing the tangent at position x and at a neighbor position x + dx. The point where
                 the normals to both these tangents meet is the center of a circle that fits the curve, see
                 Figure 9.4. The optimal circle that fits the curve at the point x is made by letting dx
                 approach zero. The radius of a circle is related to the arc length of the curve ds and the
                 angle φ by
                                                 ds = R φ.                          (9.17)

                 The angle φ is φ = α 2 − α 1 where the angles α 1 and α 2 are given by the steepness of the
                 curve dz/dx at the two points, respectively, using that α = arctan(dz/dx). The radius of
                 curvature can therefore be written as

                               1    1          dz       
          dz
                                 ≈      arctan   (x + dx) − arctan   (x)            (9.18)
                               R    ds         dx                  dx
   299   300   301   302   303   304   305   306   307   308   309