PROCEEDINGS OF HYDRAULIC ENGINEERING
Online ISSN : 1884-9172
Print ISSN : 0916-7374
ISSN-L : 0916-7374
NUMERICAL CALCULATION OF SUSPENDED SEDIMENTS OVER SANDWAVES
Suguru NakayamaYasuyuki SHIMIZUMark W. SchmeeckleRyousuke Akahori
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JOURNAL FREE ACCESS

2000 Volume 44 Pages 629-634

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Abstract

In order to understand the flow structure over sandwaves, 2-dimesional and 3-dimensional flow models are tested under the flow condition of flow over 2-dimensional sandwaves. CIP (Cubic Interpolated Psuedo-particle) method was introduced to evaluate the computational result with high accuracy. Computational results are compared with the velocity obtained by experiment. It was found that 3-dimensional turbulent structure is dominant even in the flow over 2-dimensional sandwaves. Direct numerical simulation of suspended sediment particle is conducted using data obtained by 2-dimensional and 3-dimensional flow model. A good agreement with theoretical profile is found only for 3-dimensional model. It is suggested that 3-dimensional treatment is required in calculating suspended sediment.

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© by Japan Society of Civil Engineers
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