“…These options include using table‐specified vegetation fractions and interpolated monthly LAI (i.e., no dynamic vegetation model or crop model), the Ball‐Berry formulation for canopy stomatal resistances, the CLM formulation for soil transpiration reduction factor (Niu et al., 2011), the original Unified Noah surface and subsurface runoff (He et al., 2023; Schaake et al., 1996), the Monin Obukov similarity theory solver for surface layer coefficients (Brutsaert, 1982), linear effects of frozen soil on permeability, direct solving of supercooled liquid water within the soil (Niu & Yang, 2006), the CLASS formulation for dynamic ground snow surface albedo (Verseghy, 2007), the Jordan approach for partitioning precipitation into rainfall or snowfall (Jordan, 1991), a semi‐implicit flux top boundary condition for top layer soil temperature, and the Sakaguchi and Zeng (2009) approach for surface resistance to evaporation and sublimation. All simulations used default parameters in the Noah‐MP unless otherwise specified (He et al., 2023; Niu et al., 2011). This study uses the bulk urban treatment instead of any explicit urban physics model like the urban canyon (Kusaka et al., 2001) or BEP (Martilli et al., 2002) models, and utilizes the default bulk thermal and radiative properties for pavements.…”