Assessment Of Wastewater From El Bagair Industrial Area

الموضوعات

علوم تطبيقية وتكنولوجية

الملخص

This study was carried out at El Bagair Industrial Area in ElJazeera state to determine the industrial effluent characteristic, their effecton ground water and their impact to environment.In this study data of four ground water samples at four differentlocations at El Bagair Industrial Area were analyzed and were comparedwith the World Health Organization (WHO) standard and AmericanSecondary Standard for Drinking Water. The quality of water sampleswere moderately hard to very hard, but for chemical and physicalcharacteristics they lie within the acceptable limits.Physical and chemical parameters analyzed were: colour, pH,odour, total hardness, total solids, Calcium, Magnesium, Chloride,Sulphate, Nitrate, and Fluoride.Most of the factories in El Bagair Industrial Area have nopretreatment plant units therefore characteristic of wastewater were notconforming to standard limits. The factories have no sewer networksystem, no central treatment plant and no monitoring and quality controlof effluents.Four factories in El Bagair Industrial Area were selected for thisinvestigation. They are:-1- Afrotan tannery2- Starch &Glucose Factory3- Textile4- Edible Vegetable Oil Factory (SMA)The data collected were for some chemical characteristic ofindustrial effluents sewages: BOD, COD, SS, oil & grease, TDS,Cr+6 and Pb.3They were analyzed and compared with the SUDAN Industrydevelopment Orders of the nineteen's and The Central PollutionControl Board (India).Factory BOD COD SS TDS Oil&GreaseCr+6 PbAfrotan - - - - - - +Starch&Glucose- - - + + + +Textile + - + + + + +SMA - - - - - + +Note:- : Exceeding limit of standard+: Within the standardTo improve the quality of effluent from the factorieswastewater treatment plant is proposed.Stabilisation ponds system is proposed because land is availableand stabilisation ponds system can accept shock loads which are expectedfrom the factories. The ponds are designed to receive wastewater flow of(16326 m3/l); inflow BOD (1310 Mg/l).Anaerobic ponds, facultative ponds and maturation ponds ofdimensions 215m*85m*3m, 875m*350m*1.5m and 540m*215m*1.0mrespectively with retention time of (3.36 day); (28.14 day) and (7.0 day)can be adopted.Treated effluent with Ne = 187.84 F.C / 100ml can be reused forirrigation of green belt around the industrial area.4Lifting stations, pumping station and rising mains were designed toconvey wastewater effluent from the different factories to the proposedwaste stabilisation pond.

روابط وملفات

التعريف والنوع

رقم الوثيقة

00b8686b-acd3-4ec4-8048-74e0ecdd0758

رقم العقد

0

نوع الوسائط

Crawler

نوع المحتوى

الرسائل العلمية

صيغة المصدر

رسائل ماجيستير

نوع الملف

pdf text

أسماء الملفات

1637340_1.pdf

بيانات النشر

ألقاب المؤلفين

[{"name_ar":"احمد ادم","title_ar":"اشراف","title_en":"Supervision"},{"name_ar":"طارق عامر","title_ar":"اعداد","title_en":"Preparation"}]

اللغة

English

المصدر والدورية

اسم المصدر

Assessment Of Wastewater From El Bagair Industrial Area

المحتوى والصفحات

عدد الصفحات

0

إشراف وإعداد

الإشراف

احمد ادم

الإعداد

طارق عامر

الاقتباسات الببليوغرافية