Analysis of threshold and incipient conditions for sediment movement

被引:70
作者
Beheshti, A. A. [1 ]
Ataie-Ashtiani, B. [1 ]
机构
[1] Sharif Univ Technol, Dept Civil Engn, Tehran, Iran
关键词
sediment transport; incipient motion; shields diagram; critical shear velocity; movability number;
D O I
10.1016/j.coastaleng.2008.01.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Prediction of threshold conditions and incipient motion is the essential issue for the study of sediment transport. This work compares existing empirical threshold curves proposed for Shields diagram, a method based on the concept of probability of sediment movement, and an empirical method based on movability number. These methods are used to predict the incipient motion conditions for experimental runs taken from various studies. Most of the experimental data, used in this work, have not been used before in derivation of alternative formulations for Shields diagram and other methods. The empirical threshold curves based on the Shields entrainment function was the least successful at predicting the measured incipient motion conditions, while the use of the movability number gives good predictions of critical shear velocity compared with experimental data. (C) 2008 Elsevier B.V. All rights reserved.
引用
收藏
页码:423 / 430
页数:8
相关论文
共 45 条
[31]   Sediment movement under unidirectional flows: an assessment of empirical threshold curves [J].
Paphitis, D .
COASTAL ENGINEERING, 2001, 43 (3-4) :227-245
[32]  
PARKER G, 1982, J HYDR ENG DIV-ASCE, V108, P544
[33]   Stability and mobility of sand-bed channels affected by seepage [J].
Rao, AR ;
Sitaram, N .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1999, 125 (06) :370-379
[34]  
Raudkivi A.J., 1990, Loose boundary hydraulics, V3rd
[35]   Critical bed shear stress for unisize sediment [J].
Sarmiento, OA ;
Falcon, MA .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2006, 132 (02) :172-179
[36]  
Sheilds A., 1936, ANWENDUNG AHNLICHKEI
[37]  
Sheppard D., 2005, FLORIDA BRIDGE SCOUR
[38]   Initiation of motion of calcareous sand [J].
Smith, DA ;
Cheung, KF .
JOURNAL OF HYDRAULIC ENGINEERING, 2004, 130 (05) :467-472
[39]  
U.S. Waterways Experiment Station, 1935, 17 US WAT EXP STAT
[40]  
van Rijn LC, 1993, PRINCIPLES SEDIMENT