Akarsu Köprü Temellerindeki Oyulma Riskinin Değerlendirilmesi

Date

2016-07-01

Author

Yanmaz, Ali Melih

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Subject Keywords

Bridge, Scour, Uncertainty, Risk, Safety factor

URI

https://hdl.handle.net/11511/82147

Journal

Teknik Dergi

Collections

Department of Civil Engineering, Article

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Modeling temporal variation of scouring at dual bridge piers Selamoğlu, Meriç; Yanmaz, Ali Melih; Köken, Mete; Department of Civil Engineering (2015) Computation of temporal evolution of scour depth around bridge piers is essential for the efficient design of bridge pier footings. In this thesis, empirical scour-prediction equations and a semi-empirical model are developed to predict the temporal variation of maximum clear-water scour depth at dual cylindrical uniform piers with identical size in tandem arrangement. Experiments are conducted using different pier size, pier spacing, and flow intensities. The semi-empirical model is based on sediment conti...
Interaction between bridge abutment and piers concerning local scour Akbulut, Ömer Faruk; Göğüş, Mustafa; Kökpınar, Mehmet Ali; Department of Civil Engineering (2020-8) Flowing water usually causes transportation of loose non-cohesive materials, called sediment in literature, in natural open channels such as rivers and canals with a transportable material bed. This sediment transportation is observed in two different situations; deposition and erosion. Excessive erosion leads in scouring. Scouring can be classified in three groups; general, contraction and local scour. Scouring namely removal of bed material from bridge sites cau...
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Citation Formats

A. M. Yanmaz, “Akarsu Köprü Temellerindeki Oyulma Riskinin Değerlendirilmesi,” Teknik Dergi, pp. 7533–7549, 2016, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/82147.