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Accuracy of kinematic wave and diffusion wave for spatial‐varying rainfall excess over a plane
Author(s) -
Moramarco T.,
Singh V. P.
Publication year - 2002
Publication title -
hydrological processes
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.222
H-Index - 161
eISSN - 1099-1085
pISSN - 0885-6087
DOI - 10.1002/hyp.1108
Subject(s) - froude number , kinematic wave , kinematics , dimensionless quantity , flow (mathematics) , diffusion , plane (geometry) , mechanics , physics , mathematics , geometry , classical mechanics , surface runoff , thermodynamics , ecology , biology
The kinematic‐wave and diffusive‐wave approximations were investigated for unsteady overland flow resulting from 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 KF 0 2 > 5, where K is the kinematic‐wave number and F 0 is the Froude number. Therefore, the regions ( KF 0 2 , F 0 ) 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 the downstream end, for KF 0 2 ≥ 20 with F 0 ≤ 1; 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 KF 0 2 > 35 with F 0 ≤ 1. 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 KF 0 2 ≥ 15 with F 0 ≤ 1; 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 KF 0 2 ≥ 30 with F 0 ≤ 1. For zero‐depth gradient at the downstream end, the accuracy field of the kinematic‐wave was found to be greater and characterized for KF 0 2 > 10 with F 0 ≤ 1; for rainfall excess concentrated in a portion of the plane, the region was smaller and defined for KF 0 2 > 15 with F 0 ≤ 1. The diffusive‐wave solution was found accurate in the region defined for KF 0 2 > 7·5, whereas for rainfall excess concentrated in a portion of the plane, the field of accuracy was for KF 0 2 > 12·5 with F 0 ≤ 1. The lower limits of the regions, defined on KF 0 2 , can be considered generally valid for both approximations, but for F 0 < 1 smaller lower limits were also characterized. Finally, the accuracy of these approximations was influenced significantly by the downstream boundary condition. Copyright © 2002 John Wiley & Sons, Ltd.