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River improvements to the ship-bottom-shaped channel are considered as one of effective measures for both flood controls and river environments. However, study on ship-bottom shaped channel in curved channel has not been conducted. For evaluating effectiveness of ship-bottom-shaped channel in curved channel, it is important to investigate mechanisms of flow structures and bed variation around the gently sloped outer bank. From the above reasons, practical calculation model which can estimate threedimensional flows, bed variations and outer bank erosions is required. This paper is positioned to a fundamental study for cross-section design of ship-bottom-shaped channel in curved channel. The quasi-three-dimensional numerical model is applied for experimental results on flows and bed variations conducted in curved channels with gently sloped outer bank.

APPLICABILITY OF THE BVC METHOD TO ALLUVIAL CURVED CHANNELS WITH THE OUTER-BANK SLOPE &mdash; RIVER DESIGN TOWARDS THE SHIP-BOTTOM-SHAPED CHANNEL

APPLICABILITY OF THE BVC METHOD TO ALLUVIAL CURVED CHANNELS WITH THE OUTER-BANK SLOPE — RIVER DESIGN TOWARDS THE SHIP-BOTTOM-SHAPED CHANNEL