“…1‐D advection and dispersion was similarly used by Benettin, Rinaldo, and Botter (2013) to relate the shape of a SAS function to the Pe number. Other examples of age distributions and SAS functions computed from process‐based models and tracer data include: stationary two‐dimensional groundwater flow problems (van der Velde et al., 2012), non‐stationary 1‐D and 2‐D flow through unsaturated porous media (Asadollahi et al., 2020; Pangle et al., 2017; Sprenger et al., 2018), non‐stationary groundwater flow (Kaandorp et al., 2021), and fully coupled catchment‐scale flow and transport models (Kim et al., 2022; Kuppel et al., 2018; Remondi et al., 2018; Smith, Tetzlaff, & Soulsby, 2020; Wilusz et al., 2020; Yang et al., 2018). Recently, Kim and Harman (2022) used hydraulic groundwater theory to derive analytical expressions for the TTD and SAS functions of hillslope subsurface flow under steady recharge.…”