Bendway Weir Riprap Sizing Criteria

被引:4
|
作者
Abt, Steven R. [1 ]
Scurlock, S. Michael [2 ]
Thornton, Christopher I. [1 ]
Cox, Amanda L. [3 ]
Holste, Nathan J. [4 ]
机构
[1] Colorado State Univ, Engn Res Ctr, Dept Civil & Environm Engn, Ft Collins, CO 80523 USA
[2] RiverRestorat Org, POB 248, Carbondale, CO 81623 USA
[3] St Louis Univ, Dept Civil Engn, 3450 Lindell Blvd, St Louis, MO 63103 USA
[4] Tech Serv Ctr, Bur Reclamat, POB 25007, Denver, CO 80225 USA
关键词
Riprap design; Bendway weirs; Convective acceleration; In-stream structures; ADV MEASUREMENTS; TURBULENCE; STREAM;
D O I
10.1061/(ASCE)HY.1943-7900.0001209
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Bendway weirs are submerged, in-stream rock structures that redirect impinging flow away from outer-banks toward the center of a channel. Riprap weirs are composed of stone and sized using the average channel velocity in conjunction with existing design guidance. A physical model study and field study were conducted to determine the magnitude of the convective velocity that accelerates around the tip or toe of the weir. The ratio of the maximum tip velocity to the average channel velocity (prior to weir installation) was determined to be approximately 1.70. Stone sizing criteria that significantly increase the riprap median size over traditional approaches were presented for consideration. (C) 2016 American Society of Civil Engineers.
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页数:5
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