Every application of the theory of superposition applied to well interference and boundaries I have seen involves the Theis solution. Is there any reason superposition cannot be used to evaluate drawdown with "leaky" aquifer solutions (e.g. Hantush) or unconfined aquifers (e.g. Neuman, assuming the appropriate use of type A and B curves)?

I don't see any obvious reason superposition cannot be used in those cases, but I may be missing something.

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