| 000 | 02057cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223031502.0 | ||
| 008 | 160504s2015 ua dhb f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2015.Ma.A | ||
| 100 | 0 | _aMaysara Mostafa Ahmed Ghaith | |
| 245 | 1 | 0 |
_aAssessing the performance of channel purification and soil aquifer treatment for enabling the reuse of treated wastewater / _cMaysara Mostafa Ahmed Ghaith ; Supervised Ahmed Emam Ahmed Hassan , Hesham Bekhit Mohamed |
| 246 | 1 | 5 | _a تقييم نظام التنقية باستخدام القنوات المفتوحة والتسرب خلال التربة للاستفادة من مياه الصرف الصحي المعالج |
| 260 |
_aCairo : _bMaysara Mostafa Ahmed Ghaith , _c2015 |
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| 300 |
_a77 P. : _bcharts , facsimiles , maps ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThe reuse of treated wastewater can be enabled by river purification or SAT or both. The performance of the open channel purification system is mainly a function of the travel time. The removal efficiency is found to be about 50-70% for travel time less than 5 days. Also using weirs or drops enhances the reaeration and decreases the wastewater velocity in the channel yielding better purification. For soil aquifer treatment, the concentration of the contaminant is totally removed in the first layer of the soil, which differs from one soil type to another but generally ranges between 3 and 9 m | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aChannel purification | |
| 653 | 4 | _aReuse of treated wastewater | |
| 653 | 4 | _aSAT (Soil Aquifer Treatment) | |
| 700 | 0 |
_aAhmed Emam Ahmed Hassan , _eSupervisor |
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| 700 | 0 |
_aHesham Bekhit Mohamed , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aNazla _eRevisor |
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| 905 |
_aSoheir _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c56261 _d56261 |
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