Atıf İçin Kopyala
ÖZGENÇ AKSOY A., Bombar G., Arkis T., Guney M. S.
JOURNAL OF HYDROLOGY AND HYDROMECHANICS, cilt.65, sa.1, ss.26-34, 2017 (SCI-Expanded)
-
Yayın Türü:
Makale / Tam Makale
-
Cilt numarası:
65
Sayı:
1
-
Basım Tarihi:
2017
-
Doi Numarası:
10.1515/johh-2016-0048
-
Dergi Adı:
JOURNAL OF HYDROLOGY AND HYDROMECHANICS
-
Derginin Tarandığı İndeksler:
Science Citation Index Expanded (SCI-EXPANDED), Scopus
-
Sayfa Sayıları:
ss.26-34
-
Anahtar Kelimeler:
Bridge pier, Clear-water scour, Local scour, Steady flow, Temporal evolution, LOCAL SCOUR, ABUTMENT SCOUR, DESIGN METHOD, EVOLUTION, ELEMENTS, SCALE
-
Dokuz Eylül Üniversitesi Adresli:
Evet
Özet
The local scour around bridge piers influences their stabilities and plays a key role in the bridge failures. The estimation of the maximum possible scour depth around bridge piers is an important step in the design of the bridge pier foundations. In this study, the temporal evolution of local scour depths as well as the equilibrium scour depths were analyzed.