Effects of relative submergence and bed slope on sediment incipient motion under decelerating flows

Author:

Bolhassani Ramin1,Afzalimehr Hossein1,Dey Subhasish2

Affiliation:

1. Department of Water Engineering, Isfahan University of Technology, Boulevard of University, Isfahan, Iran.

2. Department of Civil Engineering, Indian Institute of Technology, Kharagpur 721302, West Bengal, India.

Abstract

Abstract This paper presents the results of an experimental study to quantify the effects of bed slope and relative submergence on incipient motion of sediment under decelerating flows. Experiments were conducted in an experimental tilting-flume of 8 m long 0.4 m wide and 0.6 m deep with glass-walls. Three uniform sediments with median grain sizes of 0.95, 1.8 and 3.8 mm and three bed slopes of 0.0075, 0.0125 and 0.015 were used under decelerating flow. The main conclusion is that the Shields diagram, which is commonly used to evaluate the critical shear stress, is not suitable to predict the critical shear stress under decelerating flows.

Publisher

Walter de Gruyter GmbH

Subject

Fluid Flow and Transfer Processes,Mechanical Engineering,Water Science and Technology

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