Comparison of Sediment Load and Riverbed Scour during Floods for Gravel-Bed and Sand-Bed Reaches of Intermittent Rivers: Case Study

Abstract

Hydraulic scour is one of the major causes of bridge and embankment failure during typhoon-induced or monsoon-induced floods in steep intermittent rivers in Taiwan. In this study, field data for sediment load and riverbed scour, measured in gravel-bed and sand-bed reaches between 2003 and 2013 are analyzed to determine their differences under nonequilibrium sediment-transport conditions. The riverbed scouring potential was extremely high during the fast-rising stage of a large flood in the bimodal gravel-bed reach. By contrast, the unimodal sand-bed reach with a higher suspended load typically demonstrated a lower scouring rate, although it was still higher than that of a perennial river. Existing bridge-scour formulas suitable for intermittent rivers were examined by separating short-term general scour and localized scour. A maximum general scour-depth formula is developed in this study for use as a potential tool for emergency evacuations and bridge closure purposes.