We present here the analytical solution of a one-dimensional dam-break prob
lem over inclined planes. This solution is used to test a numerical model d
eveloped for debris avalanches. We consider a dam with infinite length in o
ne direction where material is released from rest at the initial instant. W
e solve analytically and numerically the depth-averaged long-wave equations
derived in a topography-linked coordinate system. The numerical and analyt
ical solutions provide for a Coulomb-type friction law at the base of the h
ow. The analytical solution is obtained by using the method of characterist
ics and describes the flow over a constant slope, provided that the angle i
s higher than the friction angle. The numerical model utilizes a finite-dif
ference method based on a Godunov-type scheme. Comparison between analytica
l and numerical results illustrates the remarkable stability and precision
of the numerical method as well as its ability to deal with strong disconti
nuities.