New scaling laws are presented for the spatial variation of the mean
velocity and
lateral extent of a two-dimensional turbulent wall jet, flowing over a fixed rough
boundary. These scalings are analogous to those derived by Wygnanski
et al. (1992)
for the flow of a wall jet over a smooth boundary. They reveal that the
characteristics
of the jet depend weakly upon the roughness length associated with the boundary, as
confirmed by experimental studies (Rajaratnam 1967).
These laws are used in the development of an analytical framework to model the
progressive erosion of an initially flat bed of grains by a turbulent jet. The
grains are
eroded if the shear stress, exerted on the grains at the surface of the bed,
exceeds a
critical value which is a function of the physical characteristics of the
grains. After
the wall jet has been flowing for a sufficiently long period, the boundary attains a
steady state, in which the mobilizing forces associated with the jet are
insufficient
to further erode the boundary. The steady-state profile is calculated separately by
applying critical conditions along the bed surface for the incipient
motion of particles.
These conditions invoke a relationship between the mobilizing force exerted by the
jet, the weight of the particles and the local gradient of the bed. Use of the new
scaling laws for the downstream variation of the boundary shear stress then permits
the calculation of the shape of the steady-state scour pit. The
predicted profiles are
in good agreement with the experimental studies on the erosive action of submerged
water and air jets on beds of sand and polystyrene particles (Rajaratnam 1981).
The shape of the eroded boundary at intermediate times, before
the steady state is
attained, is elucidated by the application of a sediment-volume
conservation equation.
This relationship balances the rate of change of the bed elevation with the
divergence
of the flux of particles in motion. The flux of particles in motion
is given by a semi-empirical function of the amount by which the boundary
shear stress exceeds that
required for incipient motion. Hence the conservation equation may be integrated
to reveal the transient profiles of the eroded bed. There is good agreement between
these calculated profiles and experimental observations (Rajaratnam 1981).