Three-Dimensional Numerical Modeling of Local Scour: A State-of-the-Art Review and Perspective

被引:13
|
作者
Lai, Yong G. [1 ]
Liu, Xiaofeng [2 ]
Bombardelli, Fabian A. [3 ]
Song, Yalan [4 ]
机构
[1] US Bur Reclamat, Tech Serv Ctr, Denver, CO 80225 USA
[2] Penn State Univ, Inst Computat & Data Sci, Dept Civil & Environm Engn, State Coll, PA USA
[3] Univ Calif Davis, Dept Civil & Environm Engn, Water Resources Engn, Davis, CA 95616 USA
[4] Penn State Univ, Dept Civil & Environm Engn, State Coll, PA USA
关键词
Local scour; Turbulence closures; Navier-Stokes (NS) equations; Sediment transport; SUSPENDED SEDIMENT TRANSPORT; IMMERSED BOUNDARY METHOD; PILE GROUP SCOUR; TURBULENT-FLOW; NEURAL-NETWORK; DEPTH; SIMULATION; PREDICTION; SURFACE; DEFORMATION;
D O I
10.1061/(ASCE)HY.1943-7900.0002019
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This article aims to provide a comprehensive appraisal on the current status of three-dimensional (3D) numerical modeling of local scour around instream hydraulic structures. Many computer models have been developed or are in development to simulate riverbed morphology. Local scour, however, is a special category that requires in general a 3D model based on some averaged/filtered form of the Navier-Stokes (NS) equations and a 3D sediment transport model. Only limited number of 3D scour codes are available for practical usage; there is also a lack of literature on the limitations of the models in capturing the scour-producing flow and the sediment transport solvers embedded within. For 3D local scour modeling, the main intrinsic uncertainty lies primarily in the sediment part. In this article, the basic theory and the state of the art of current 3D local scour models are reviewed, focusing primarily on the sediment solver, and future research needs are discussed.
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页数:16
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