Experimental Study on Local Scour Around Bridge Piers in Tidal Current

被引：0

作者：

韩玉芳

陈志昌

机构：

[1] Nanjing Hydraulic Research Institute

[2] Nanjing

[3] China

来源：

China Ocean Engineering | 2004年 / 04期

关键词：

bridge pier; local scour; tidal current;

D O I：

暂无

中图分类号：

U443.2 [墩台结构（下部结构）];

学科分类号：

0814 ; 081406 ;

摘要：

Local scour around a bridge pier is an important parameter for the design of a bridge. Compared with the local scour in a mono-directional current, the local scour in a tidal current has its unique characteristics. In this paper, several aspects of local scour around bridge piers in tidal current, including the scour development process, the plane form of a scour hole and the maximum scour depth, are studied through movable bed flume experiments.

引用

页码：669 / 676

页数：8

共 8 条

[1]

Localscouraroundpilesunderwaveation. CHENGuo ping,ZUOQi hua,HUANGHai long. ChinaOceanEngineering . 2004

[2]

PierandAbutmentScour:IntegratedApproach. Melville,B .W. JournalofHydraulicEngineering,ASCE . 1997

[3]

LocalScourAroundCylindricalPiers. Breusers,H .N .C,Nicollet,L ,G. JournalofHydraulicResearch,IAHR . 1977

[4]

Experimentalstudyonlocalscouraroundalargecircularcylinderbyirregularwaves. ZHOUYi-ren,CHENGuo-ping. ChinaOceanEngineering . 2004

[5]

ResearchBookofLocalScournearBridgePierofHangzhouBayBridgeinPreliminaryDesignStage. XIONGShao long. . 2002

[6]

LocalScouraroundBridgePierinTidalCurrent. Nakagawa,H,Suzuki,K. CoastalEngineeringinJapan . 1976

[7]

MaximumLocalScourDepthatBridgePiersandAbutments. Kandasamy,J .K,Melville,B .W. JournalofHydraulicResearch,IAHR . 1998

[8]

ModelExperimentaboutLocalScouraroundTunnelVentilationShaftandBridgePierintheProjectofChongmingPassagewayCrossRiver. HANYu fang,CHENZhi chang. . 2002

← 1 →