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2017 | 132 | 3 | 632-633
Article title

Local Scour around Group Bridge Pier with Different Shapes

Content
Title variants
Languages of publication
EN
Abstracts
EN
This study is based on laboratory experiments for computing depth of local scour around group bridge pier, considering the effects of upstream flow conditions, size of pier, median size of bed material and spacing between bridge piers on the maximum scour depth and scour pattern around bridge piers. The study was conducted using a physical hydraulic model for bridge piers, operated under clear-water condition and using uniform cohesionless sand as bed material. Three different models of bridge piers, having different sizes were used for showing the effect of the size on the local scour.
Keywords
EN
Publisher

Year
Volume
132
Issue
3
Pages
632-633
Physical description
Dates
published
2017-09
Contributors
author
  • Gaziantep University, Civil Engineering Department, Gaziantep, Turkey
author
  • Gaziantep University, Civil Engineering Department, Gaziantep, Turkey
author
  • Gaziantep University, Civil Engineering Department, Gaziantep, Turkey
References
  • [1] H.N.C. Breusers, G. Nicollet, H.W. Shen, J. Hydraulic Res. IAHR 15, 211 (1977), doi: 10.1080/00221687709499645
  • [2] M. Heidarpour, Z. Khodarahmi, S.F. Mousavi, Control and Reduction of Local Scour at Bridge Pier Groups Using Slot, in: Proc. XXX IAHR Congress, Thessaloniki, Greece 2003
  • [3] A.M. Zarrati, H. Gholami, M.B. Mashahir, J. Hydraulic Res. IAHR 42, 97 (2004), doi: 10.1080/00221686.2004.9641188
  • [4] S. Dey, Water Maritime Eng J. 136, 67 (1999)
  • [5] A. Ismael, M. Gunal, H. Hussein, Arabian J. Sci. Engin. 40, 1579 (2015), doi: 10.1007/s13369-015-1625-x
Document Type
Publication order reference
Identifiers
YADDA identifier
bwmeta1.element.bwnjournal-article-appv132n3p062kz
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