Assume the dense current lies on the bottom, , and its height is small compared with the confined aquifer depth . This permits the hydrostatic approximation and neglect of leading-order resistance from the return flow of the original fluid. The dense-layer pressure anomaly on the basal seal is . The along-layer Darcy flux, integrated over the current thickness, and the downward leakage flux are respectively
Volume conservation requires . Thus the porous gravity current with hydrostatic leakage through a basal seal obeys
Here permeability of a porous medium has units of area, and has units of inverse time. The original PDF instead prints the sink coefficient . With defined there as a permeability, that coefficient has units of area per time and cannot multiply to give . It also omits the division of leakage by porosity. This is a genuine source error, not a Darcy law convention. The remaining parts solve the stated linear-drainage equation for a constant ; the physically consistent coefficient is the one above. Formally treating the printed coefficient as an independently prescribed inverse-time constant leaves those mathematical solutions unchanged.