Breakup of small aggregates in fully developed turbulence is studied by means of
direct numerical simulations in a series of typical bounded and unbounded flow
configurations, such as a turbulent channel flow, a developing boundary layer and
homogeneous isotropic turbulence. The simplest criterion for breakup is adopted,
whereby aggregate breakup occurs when the local hydrodynamic stress "1=2, with
" being the energy dissipation at the position of the aggregate, overcomes a given
threshold cr, which is characteristic for a given type of aggregate. Results show that
the breakup rate decreases with increasing threshold. For small thresholds, it develops
a scaling behaviour among the different flows. For high thresholds, the breakup rates
show strong differences between the different flow configurations, highlighting the
importance of non-universal mean-flow properties. To further assess the effects of
flow inhomogeneity and turbulent fluctuations, the results are compared with those
obtained in a smooth stochastic flow. Furthermore, we discuss the limitations and
applicability of a set of independent proxies.