“…(62a)) for rough turbulent flows, iii) for sheet flow conditions (h k0.8) the wave friction factor, f w,s , takes the form given by Wilson (1989), iv) the choice of friction factor is determined by the maximum of f w,r and f w,s , v) the friction factor is not enhanced by the presence of a near-normal incidence current, in accord with experimental observations of Simons et al (2001), vi) some simplifications are made to the expressions for mathematical convenience.…”