Assessing the performance of channel purification and soil aquifer treatment for enabling the reuse of treated wastewater / Maysara Mostafa Ahmed Ghaith ; Supervised Ahmed Emam Ahmed Hassan , Hesham Bekhit Mohamed
Material type:
- تقييم نظام التنقية باستخدام القنوات المفتوحة والتسرب خلال التربة للاستفادة من مياه الصرف الصحي المعالج [Added title page title]
- Issued also as CD
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قاعة الرسائل الجامعية - الدور الاول | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2015.Ma.A (Browse shelf(Opens below)) | Not for loan | 01010110068703000 | ||
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مخـــزن الرســائل الجـــامعية - البدروم | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2015.Ma.A (Browse shelf(Opens below)) | 68703.CD | Not for loan | 01020110068703000 |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
The 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
Issued also as CD
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