Errors of kinematic-wave and diffusion-wave approximations for time-independent flows in infiltrating channels Academic Article uri icon

abstract

  • Time-independent (or steady-state) cases of channel flow were treated and errors of the kinematic-wave and diffusion-wave approximations derived for finite flow at the upstream end. The diffusion-wave approximation was found to be in excellent agreement with the dynamic wave representation, with error magnitudes of 0.2% for values of KF 02 7.5, where K is the kinematic-wave number and f 0 is the Froude number. Even for small values of KF 02 (e.g., KF 02 =0.75), the errors were typically in the range of 1.3 to 3.7%. The approximate analytical diffusion-wave solution performed poorly with error magnitudes greater than 30% even for large values of KF 02 . The kinematic-wave approximation was also found to be in good agreement with the dynamic-wave representation with errors of about 1.2% for KF 02 =7.5 and varying from 15 to 44% for KF 02 =0.75. 1994 Springer-Verlag.

published proceedings

  • Irrigation Science

author list (cited authors)

  • Singh, V. P., Aravamuthan, V., & Joseph, E. S.

citation count

  • 3

complete list of authors

  • Singh, VP||Aravamuthan, V||Joseph, ES

publication date

  • November 1994