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3D Numerical investigation of flow field and horseshoe vortex generation around a bridge pier during scouring process / Ahmed Hussein Shehata Mohammed ; Supervised Ahmad W. Abdeldayem , Ahmad M. Helmi

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Ahmed Hussein Shehata Mohammed , 2013Description: 167 P. : charts , facsimiles ; 30cmOther title:
  • دراسة عددية ثلاثية الابعاد لخصائص التدفق وتطور الدوامات حول دعامات الجسور خلال عملية النحر [Added title page title]
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Dissertation note: Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Local scour at bridge piers foundation is a major caude of bridge failure . Accurate prediction of the equilibrium scour depth is essential for safe and economic design for bridge pier foundations . Numerous laboratory studies have been carried out for developing empirical equations to predict the maximum scour depth which do not always produce reasonable compatibility with field conditions
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Item type Current library Home library Call number Copy number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2013.Ah.T (Browse shelf(Opens below)) Not for loan 01010110062014000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2013.Ah.T (Browse shelf(Opens below)) 62014.CD Not for loan 01020110062014000

Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

Local scour at bridge piers foundation is a major caude of bridge failure . Accurate prediction of the equilibrium scour depth is essential for safe and economic design for bridge pier foundations . Numerous laboratory studies have been carried out for developing empirical equations to predict the maximum scour depth which do not always produce reasonable compatibility with field conditions

Issued also as CD

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