Solution

ID: past-exam-of-the-topics-in-fluid-mechanics-course-of-the-university-of-oxford/2023/2/c/ii/solution

With , substitute into the dimensional Boussinesq equation for an unconfined aquifer:
For a positive draining profile, take . Normalize , so has the dimensions of height. The temporal ordinary differential equation integrates to
The spatial ordinary differential equation and boundary conditions are
Here has units of inverse length with this normalization. The scale freedom between and is fixed by the chosen value ; the amplitude of , and hence , must be matched to the available water.
This separable aquifer drawdown is exact if the inherited height profile has the separated spatial shape. For a general rainfall-generated initial condition, it describes the late drought regime; it cannot reproduce an arbitrary profile at the instant rainfall stops merely by choosing one temporal constant.

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