Boundary shear stress analysis in smooth rectangular channels
CANADIAN JOURNAL OF CIVIL ENGINEERING, cilt.33, sa.3, ss.336-342, 2006 (SCI-Expanded, Scopus)
- Yayın Türü: Makale / Tam Makale
- Cilt numarası: 33 Sayı: 3
- Basım Tarihi: 2006
- Doi Numarası: 10.1139/l05-110
- Dergi Adı: CANADIAN JOURNAL OF CIVIL ENGINEERING
- Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
- Sayfa Sayıları: ss.336-342
- Anahtar Kelimeler: boundary shear, shear force, open channel flow
- Çukurova Üniversitesi Adresli: Evet
Özet
This study reports on experiments concerning the boundary shear stress and boundary shear force distributions in a smooth rectangular flume. Nonlinear regression-based equations are derived, from experimental analysis to give the percentage of the total shear force carried by the walls and mean wall and bed shear stresses around the-wetted perimeter as functions of the ratio of channel width to channel depth.