| 000 | 01683cam a2200313 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 008 | 140205s2013 ua dh f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aPh.D | ||
| 099 | _aCai01.13.05.Ph.D.2013.Ah.T | ||
| 100 | 0 | _aAhmed Hussein Shehata Mohammed | |
| 245 | 1 | 0 |
_a3D Numerical investigation of flow field and horseshoe vortex generation around a bridge pier during scouring process / _cAhmed Hussein Shehata Mohammed ; Supervised Ahmad W. Abdeldayem , Ahmad M. Helmi |
| 246 | 1 | 5 | _aدراسة عددية ثلاثية الابعاد لخصائص التدفق وتطور الدوامات حول دعامات الجسور خلال عملية النحر |
| 260 |
_aCairo : _bAhmed Hussein Shehata Mohammed , _c2013 |
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| 300 |
_a167 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aLocal 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 | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aCFD | |
| 653 | 4 | _aHorseshoe vortex | |
| 653 | 4 | _aLocal scour | |
| 700 | 0 |
_aAhmad Mohamed Helmi , _eSupervisor |
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| 700 | 0 |
_aAhmad Wagdy Abdeldayem , _eSupervisor |
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| 905 |
_aNazla _eRevisor |
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| 905 |
_aSoheir _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c45041 _d45041 |
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