ERRORS OF KINEMATIC-WAVE AND DIFFUSION-WAVE APPROXIMATIONS FOR TIME-INDEPENDENT FLOWS IN INFILTRATING CHANNELS

Citation
Vp. Singh et al., ERRORS OF KINEMATIC-WAVE AND DIFFUSION-WAVE APPROXIMATIONS FOR TIME-INDEPENDENT FLOWS IN INFILTRATING CHANNELS, Irrigation science, 15(2-3), 1994, pp. 137-146
Citations number
5
Categorie Soggetti
Water Resources",Agriculture
Journal title
ISSN journal
03427188
Volume
15
Issue
2-3
Year of publication
1994
Pages
137 - 146
Database
ISI
SICI code
0342-7188(1994)15:2-3<137:EOKADA>2.0.ZU;2-X
Abstract
Time-independent (or steady-state) cases of channel flow were treated and errors of the kinematic-wave and diffusion-wave approximations der ived for finite flow at the upstream end. The diffusion-wave approxima tion was found to be in excellent agreement with the dynamic wave repr esentation, with error magnitudes of 0.2% for values of KF0(2) greater -than-or-equal-to 7.5, where K is the kinematic-wave number and F0 is the Froude number. Even for small values of KF0(2) (e.g., KF0(2) = 0.7 5), the errors were typically in the range of 1.3 to 3.7%. The approxi mate analytical diffusion-wave solution performed poorly with error ma gnitudes greater than 30% even for large values of KF0(2). The kinemat ic-wave approximation was also found to be in good agreement with the dynamic-wave representation with errors of about 1.2% for KF0(2) = 7.5 and varying from 15 to 44% for KF0(2) = 0.75.