| 000 | 019790000a22003370004500 | ||
|---|---|---|---|
| 003 | EG-GICUC | ||
| 005 | 20250223025410.0 | ||
| 008 | 080819s2008 ua bdh 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.2008.Ah.D | ||
| 100 | 0 | _aAhmed Salah Eldien Ibrahim Mohamed Elzayat | |
| 245 | 1 | 0 |
_aDevelopment of thedynamic simulation and Modelingfor Biopremoval / _cAhmed Salah Eldien Ibrahim Mohamed Elzayat ; Supervised Ezzat Abdelshafe Hasanien , Hermann Maria Orth |
| 246 | 1 | 5 | _aتطوير نموذج المحاكاة الديناميكية للمعالجة البيولوجية لازالة الفوسفور |
| 260 |
_aCairo : _bAhmed Salah Eldien Ibrahim Mohamed Elzayat , _c2008 |
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| 300 |
_a[118]P. : _bmaps , charts , facsimiles , _c30cm |
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| 502 | _aThesis (Ph.D.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering | ||
| 520 | _aThe objective of this thesis is to remove phosphorus from domestic wastewater in order to prevent eutrophication of surface waters.the dymanic simulation technique [BPR Test] and the empirical adapted modified Equation [A.Zayat , 2008] have been developed based on the biochemical relationship (readily biodegradable soluble COD) , for the advanced biological phosphorus removal (EBPR) process of the wastewater treatment plants of interest to reach an effluent quality of total phosphate (1mg / l) , to comply with the environmental protection standards in kingdom of saudi Arabia , for direct discharge to the red sea and Arabian gulf | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aDynamic simulation | |
| 653 | 4 | _aEutrophication | |
| 653 | 4 | _aModified Equation | |
| 700 | 0 |
_aEzzat Abdelshafe Hasanien , _eSupervisor |
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| 700 | 0 |
_aHermann Maria Orth , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aEnas _eCataloger |
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| 905 |
_aMustafa _eRevisor |
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| 942 |
_2ddc _cTH |
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| 999 |
_c12175 _d12175 |
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