Error equations for kinematic wave and diffusion wave approximations were derived for time-independent flows on infiltrating planes and channels under one upstream boundary and two downstream boundary conditions: zero flow at the upstream boundary, and critical flow depth and zero depth gradient at
ACCURACY OF KINEMATIC WAVE AND DIFFUSION WAVE APPROXIMATIONS FOR TIME-INDEPENDENT FLOW WITH MOMENTUM EXCHANGE INCLUDED
โ Scribed by V. P. SINGH; V. ARAVAMUTHAN
- Publisher
- John Wiley and Sons
- Year
- 1997
- Tongue
- English
- Weight
- 338 KB
- Volume
- 11
- Category
- Article
- ISSN
- 0885-6087
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โฆ Synopsis
Errors in the kinematic wave and diusion wave approximation for time-independent (or steady-state) cases of channel ยฏow with momentum exchange included were derived for three types of boundary conditions: zero ยฏow at the upstream end, and critical ยฏow depth and zero depth gradient at the downstream end. The diusion wave approximation was found to be in excellent agreement with the dynamic wave approximation, with errors of less than 1% for KF 2 0 5 7ร5 and up to 12% for KF 2 0 4 0ร75 for the upstream boundary condition of zero discharge and ยฎnite depth, where K is the kinematic wave number and F 0 is the Froude number. The kinematic wave approximation was reasonably accurate except at the channel boundaries and for small values of KF 2 0 41. The accuracy of these approximations was signiยฎcantly inยฏuenced by the downstream boundary condition both in terms of the error magnitude and the segment of the channel reach for which these approximations would be applicable.
๐ SIMILAR VOLUMES
Errors in the kinematic wave and diusion wave approximation for time-independent (or steady-state) cases of channel ยฏow with inยฎltration were derived for three types of boundary conditions: zero ยฏow at the upstream end, and critical ยฏow depth and zero depth gradient at the downstream end. The diusio
## Abstract Hydrodynamic models of overland flow and channel flow are based on the shallow water wave theory described by the St Venant (SV) equations. These models are derived from either the kinematic wave (KW) approximation, the diffusion wave approximation (DW), or the dynamic wave (DYW) repres
Error equations for the kinematic wave and diffusion wave approximations with lateral inflow neglected in the momentum equation are derived under simplified conditions for space-independent flows. These equations specify error as a function of time in the flow hydrograph. The kinematic wave, diffusi
Error equations for the kinematic wave and diffusion wave approximations were derived under simplified conditions for space-independent flows occurring on infiltrating planes or channels. These equations specify error as a function of time in the flow hydrograph. The kinematic wave, diffusion wave a
Error equations for the kinematic wave and diffusion wave approximations with lateral inflow neglected in the momentum equation are derived under simplified conditions for space-independent flows. These equations specify error as a function of time in the flow hydrograph. The kinematic wave, diffusi