Flow Transitions in Bridge Backwater Analysis

Abstract

In the steady flow computation of water surface profiles with one-dimensional models, bridges across floodplains require special attention. Accurate prediction of energy losses in the reaches upstream and downstream of the bridge requires accurate evaluation of four parameters: the expansion reach length, the contraction reach length, the expansion coefficient, and the contraction coefficient. This study investigated these four parameters through the use of field data, two-dimensional hydraulic modeling, and one-dimensional modeling. In this paper, the findings of the study with regard to the transition reach lengths are presented. The traditional rule, which recommends an expansion rate of one unit outward for every four units downstream from a bridge, overestimates the reach length in many cases. The standard rule regarding contraction reach lengths, which assumes a one-to-one rate of contraction, was not refuted by this study, but more refined estimates are reported.