Key Laboratory of Hydraulic and Waterway Engineering of the Ministry of Education, Chongqing Jiaotong University, Chongqing 400074, China;
2.
Changjiang Chongqing Waterway Bureau, Chongqing 401147, China
Funds: The study is financially supported by the Natural Science Foundation Project of CQ CSTC(No.cstc2012jjA00020) and the Science and Technology Research Project of Chongqing Education Commission(No.KJ120403).
Accurate determination of sand grain equivalent roughness is the key to calculate sand grain resistance. In this paper, fractal dimensions were used to describe self-similar complexity and irregularity of sand bed profile. The fractal expression of sand grain equivalent roughness was obtained based on a large number of sand grain resistance experiments, which include sediment-glued flat bed, initially flat stationary bed and armoring bed. The median size d50, fractal dimension D and Froude number Fr are introduced in the proposed expression along with corresponding validation, comparison and discussion of results. The results showed that the expression can comprehensively reflect how equivalent roughness of sand grain is influenced by external factors such as grain size, gradation composition, random arrangement and flow condition.