İkili Köprü Ayaklarında Temiz Su Oyulmasının Zamansal Gelişimi

Alüvyonlu akarsu tabanına inşa edilen köprülerde, köprü ayaklarının emniyetli tasarımı için ayaklar etrafında oluşan maksimum oyulma derinliğinin pik tasarım debisine erişme süresine kadarki zamansal gelişimini incelemek gerekmektedir. Bu çalışmada, akım doğrultusuna paralel arka arkaya konumlanmış ikili köprü ayakları etrafında, temiz su ve üniform taban malzemesi koşullarında oluşan oyulma çukurunun yüzey özelliklerini incelemek amacıyla deneysel bir araştırma yürütülmüştür. Deneyler, değişik ayak çapı ve ayaklar arası mesafelerde ikili özdeş silindir ayaklar kullanılarak değişik akım şiddetleri ile gerçekleştirilmiştir. Çalışmanın sonucunda, maksimum temiz su oyulmasının zamansal değişimini tahmin eden bir denklem üretilmiştir. Deneylerin test aralığında, önerilen denklemin deneysel bulgularla uyum gösterdiği gözlenmiştir.

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