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العنوان
HYBRID BIOLOGICAL REACTOR FOR WASTE WATER TREATMENT\
الناشر
Ain Shams university.
المؤلف
ABD EL LATIEF ,MOSTAFA MAMDOUH MOHAMED MOHAMED.
هيئة الاعداد
مشرف / محمود محمد عبدالعظيم البيومي
مشرف / محمد علي أحمد فرجالة
مشرف / محمد صبحي عبدالرحمن
باحث / مصطفى ممدوح محمد محمد عبد اللطيف
الموضوع
WASTE WATER. HYBRID BIOLOGICAL. hybrid system.
تاريخ النشر
2013
عدد الصفحات
p.:179
اللغة
الإنجليزية
الدرجة
ماجستير
التخصص
الهندسة المدنية والإنشائية
تاريخ الإجازة
1/1/2013
مكان الإجازة
جامعة عين شمس - كلية الهندسة - Civil Engineering.
الفهرس
Only 14 pages are availabe for public view

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from 179

Abstract

The increasing demands for more stringent water quality effluent standards during the last decades in both developed and developing countries led to the rehabilitation and/or upgrading of many existing wastewater treatment plants in addition to increasing investments in constructing new plants.
In the past few years, many efforts have been made to improve and enhance the efficiency of conventional biological processes dedicated for wastewater treatment coupled with trials to reduce reactor volume and land area requirements. A recent development in this domain is the hybrid system.
Therefore pilot plant experimental program has been conducted in Zenien waste water treatment plant aiming at verifying the enhanced efficiency of adding attached biomass inside the aeration tank.
The experiment’s target was as following:
• Analysis and study the results of a pilot plant of the hybrid system and compared it with the conventional activated sludge system.
• Developing a mass balance analysis based on COD to determine the utilization rates of bacteria.
The results proved that the COD removal values reached 85.17%, 84.97% and 80.83% at a hydraulic retention time of 6, 4, and 2.
Corresponding BOD removal values reached 88.52%, 88.32% and 86.94%at a hydraulic retention time of 6, 4, and 2.
Corresponding TSS removal values reached 85.48%, 85.28% and 83.89% at a hydraulic retention time 6, 4, and 2.
The results proved that the system could accommodate the increasing of organic loading rate and was efficient for removal of COD, BOD and TSS