Solution

ID: past-exam-of-the-mathematics-course-of-the-university-of-cambridge/2013/iii/paper-69/2/solution

The required boundary model is a fracture that drains after the storm, with , and a current of finite extent whose flux vanishes at its advancing nose. Introduce mass density , gravity , constant porosity and dynamic viscosity . Hydrostatic Darcy law gives the depth-integrated discharge . Fluid-volume conservation then gives the Boussinesq equation for an unconfined aquifer
The fluid volume per fracture length is ; omitting the constant does not change its fractional decay rate.
The conserved first moment of a draining porous current follows directly:
The finite outlet discharge does not contribute to at . This establishes constant. An unspecified nonzero fracture head would instead give ; the drained boundary is essential.
For the dipole similarity solution of a draining porous current, set and . The conserved first moment requires , while matching the time powers in the evolution equation gives . Hence
Choose the nose at and the normalization . The profile equation becomes
For , the two sides have coefficients and , respectively. The nonzero positive profile therefore has ; its zero at gives . Its normalization is determined by
Thus a complete choice of the constants is
Set beyond the nose. The square-root behavior at the outlet allows finite drainage: as , while at the nose.
Since , the volume is
The drainage volume decay in a dipole porous current shows that the printed positive rate cannot describe drainage and its factor is also inconsistent with the conserved-moment scaling. This solution supplies a direct counterexample to that rate and the corrected one. If the initial volume is prescribed at the start of a similarity phase, replace by with . A general post-storm initial shape need not be exactly self-similar; this is the dipole similarity profile and its long-time scaling, not an asserted exact profile for every initial condition. The initial volume alone does not specify .

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