Accuracy of kinematic wave and diffusion wave for spatial-varying rainfall excess over a plane
Articolo
Data di Pubblicazione:
2002
Abstract:
The kinematic-wave and diffusive-wave approximations were investigated for
unsteady overland flow due to spatially varying rainfall excess. Three
types of boundary conditions were adopted: zero flow at the upstream end,
and critical flow and zero depth-gradient at the downstream end. Errors
were derived by comparing the dimensionless profiles of the flow depth
over the plane with those computed from the dynamic-wave solution. It was
found that the mean errors for both the approximations were independent of
the type of rainfall excess distribution for , where K is the kinematic-
wave number and F0 is the Froude number. Therefore, the regions ( F0)
where the kinematic-wave and diffusive-wave solutions would be fairly
accurate and for any distribution of spatially varying rainfall, were
characterized. The kinematic-wave approximation was reasonably accurate,
with a mean error of less than 5% and for the critical depth at downstream
end, for with F0¡Ü1; if the rainfall excess was concentrated in a
portion of the plane, the field where the kinematic-wave solution was
found accurate, it was more limited and characterized for with F0¡Ü1.
The diffusive-wave solution was in good agreement with the dynamic-wave
solution with a mean error of less than 5%, in the flow depth, for with
F0¡Ü1; for rainfall excess concentrated in a portion of the plane, the
accuracy of the diffusion wave solution was in a region more restricted
and defined for with F0¡Ü1. For zero-depth gradient at downstream end,
the accuracy field of the kinematic-wave was found more large and
characterized for with F0¡Ü1; for rainfall excess concentrated in a
portion of the plane, the region was smaller and defined for with F0¡Ü1.
The diffusive-wave solution was found accurate in the region defined
for , whereas for rainfall excess concentrated in a portion of the plane,
the field of accuracy was for with F0¡Ü1. The lower limits of the
regions, defined on , can be considered generally valid for both
approximations, but for F0<1 smaller lower limits were also characterized.
Finally, the accuracy of these approximations was significantly influenced
by the downstream boundary condition.
unsteady overland flow due to spatially varying rainfall excess. Three
types of boundary conditions were adopted: zero flow at the upstream end,
and critical flow and zero depth-gradient at the downstream end. Errors
were derived by comparing the dimensionless profiles of the flow depth
over the plane with those computed from the dynamic-wave solution. It was
found that the mean errors for both the approximations were independent of
the type of rainfall excess distribution for , where K is the kinematic-
wave number and F0 is the Froude number. Therefore, the regions ( F0)
where the kinematic-wave and diffusive-wave solutions would be fairly
accurate and for any distribution of spatially varying rainfall, were
characterized. The kinematic-wave approximation was reasonably accurate,
with a mean error of less than 5% and for the critical depth at downstream
end, for with F0¡Ü1; if the rainfall excess was concentrated in a
portion of the plane, the field where the kinematic-wave solution was
found accurate, it was more limited and characterized for with F0¡Ü1.
The diffusive-wave solution was in good agreement with the dynamic-wave
solution with a mean error of less than 5%, in the flow depth, for with
F0¡Ü1; for rainfall excess concentrated in a portion of the plane, the
accuracy of the diffusion wave solution was in a region more restricted
and defined for with F0¡Ü1. For zero-depth gradient at downstream end,
the accuracy field of the kinematic-wave was found more large and
characterized for with F0¡Ü1; for rainfall excess concentrated in a
portion of the plane, the region was smaller and defined for with F0¡Ü1.
The diffusive-wave solution was found accurate in the region defined
for , whereas for rainfall excess concentrated in a portion of the plane,
the field of accuracy was for with F0¡Ü1. The lower limits of the
regions, defined on , can be considered generally valid for both
approximations, but for F0<1 smaller lower limits were also characterized.
Finally, the accuracy of these approximations was significantly influenced
by the downstream boundary condition.
Tipologia CRIS:
01.01 Articolo in rivista
Elenco autori:
Moramarco, Tommaso
Link alla scheda completa:
Pubblicato in: