The effect of skewness on bridge backwater prediction

SEÇKİN G.

CANADIAN JOURNAL OF CIVIL ENGINEERING, cilt.34, sa.10, ss.1371-1374, 2007 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 34 Sayı: 10
  • Basım Tarihi: 2007
  • Doi Numarası: 10.1139/l07-053
  • Dergi Adı: CANADIAN JOURNAL OF CIVIL ENGINEERING
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.1371-1374
  • Çukurova Üniversitesi Adresli: Evet

Özet

Experiments are performed concerning backwater at bridge constrictions placed in a compound-channel flume with both normal and skewed crossings. The flume had smooth or rough main channel and flood plains. Five different types of bridge models were used in the experiments, and two different skew angles (phi = 30 degrees and phi = 45 degrees) were tested for each type of bridge compared with that for a normal crossing (phi = 0 degrees). A new design chart is proposed yielding a quadratic equation for estimating backwater.