“…Developing a stream restoration design, such as through natural channel design techniques, is an iterative process that often begins by identifying the appropriate bankfull discharge and bankfull channel dimensions such as cross‐sectional area, width, and mean depth in the riffles, predominately in perennial streams, with the aid of regional curves (Doll et al ., ; Hey, ; USDA‐NRCS, ). Regional curves relate these bankfull channel characteristics ( i.e ., dependent variable) to drainage area ( i.e ., independent variable) and can provide designers with (1) tools to help identify bankfull elevation in the field such as when bankfull indicators are absent or infrequent (Castro and Jackson, ; Metcalf et al ., ; Brockman et al ., ) and (2) a basis for stream assessment and design (Hey, ; USDA‐NRCS, ). Similar to hydraulic geometry curves (Leopold and Maddock, ), regional curves (Dunne and Leopold, ) are of the form:The variable A w represents drainage area (km 2 ), Q bkf is bankfull discharge (m 3 /s), A bkf is bankfull cross‐sectional area (m 2 ), W bkf is bankfull width (m), D bkf is bankfull mean depth (m), and the coefficients a , c , g , and j as well as the exponents b , d , h , and k are empirically derived values used to fit the data (Dunne and Leopold, ).…”