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
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.