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
Errors of kinematic wave and diffusion wave approximations for time-independent flows with infiltration and momentum exchange included
โ Scribed by V. P. Singh; S. K. Jain; M. M. Sherif
- Publisher
- John Wiley and Sons
- Year
- 2005
- Tongue
- English
- Weight
- 337 KB
- Volume
- 19
- Category
- Article
- ISSN
- 0885-6087
- DOI
- 10.1002/hyp.5633
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โฆ Synopsis
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 the downstream boundary. These equations specify error in the flow hydrograph as a function of space. The diffusion wave approximation was found to be in excellent agreement with the dynamic wave approximation, with errors below 2% for values of KF (e.g. KF ยฝ 7ร5), where K is the kinematic wave number and F is the Froude number. Even for small values of KF (e.g. KF D 2ร5), the errors were typically less than 3%. The accuracy of the diffusive approximation was greatly influenced by the downstream boundary condition. For critical flow depth downstream boundary condition, the error of the kinematic wave approximation was found to be less than 10% for KF ยฝ 7ร5 and greater than 20% for smaller values of KF. This error increased with strong downstream boundary control. The analytical solution of the diffusion wave approximation is adequate only for small values of K.
๐ SIMILAR VOLUMES
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
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
## 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 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