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Errors of kinematic-wave and diffusion-wave approximations for time-independent flows in infiltrating channels

โœ Scribed by V. P. Singh; V. Aravamuthan; E. S. Joseph


Publisher
Springer
Year
1994
Tongue
English
Weight
640 KB
Volume
15
Category
Article
ISSN
0342-7188

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๐Ÿ“œ SIMILAR VOLUMES


ERRORS OF KINEMATIC-WAVE AND DIFFUSION-W
โœ V. P. SINGH ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 639 KB

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

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โœ V. P. Singh ๐Ÿ“‚ Article ๐Ÿ“… 1995 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 737 KB

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

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โœ V. P. Singh; S. K. Jain; M. M. Sherif ๐Ÿ“‚ Article ๐Ÿ“… 2005 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 337 KB

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

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โœ V. P. Singh ๐Ÿ“‚ Article ๐Ÿ“… 1994 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 674 KB

## 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

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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