An analysis of the predictive capabilities of cross-section-integrated mode
ls of gradually varied, unsteady flow in channels initially highlights the
physical characteristics of the conservation equations, with particular emp
hasis on those aspects that are operationally crucial or potentially challe
nged in numerical implementation. A sequence of benchmark test problems are
introduced with the express purpose of evaluating all potentially importan
t features of expected response patterns. This sequence of problems is desi
gned to exercise the physically and numerically significant response patter
ns that are expected to be within the predictive capability of numerical mo
dels of flood and tide propagation in channels. An extensive and independen
t review of this nature should be a routine and automatic part of any numer
ical model study.