“…For the most part, field‐scale simulations of large rivers have been performed using 2‐D models by solving the shallow‐water equations (Abderrezzak et al, ; Casulli & Walters, ; Heniche et al, ; Lee et al, ; Yoon & Kang, ) or statistically stationary 3‐D models based on the Reynolds‐averaged Navier‐Stokes (RANS) equations (Baranya et al, ; Ge & Sotiropoulos, ; Lu & Wang, ; Nagata et al, ), due to their simplicity and computational expedience. Computational methods for carrying out eddy‐resolving simulations in real‐life rivers have only recently began to appear in the literature (Kang & Sotiropoulos, ; Khosronejad, Le, et al, , Khosronejad, Hansen, et al, ; Wilcox et al, ). Such models, however, have yet to tackle the simulation of MHK devices in real‐life river environments.…”