Synthetic Grey Water Treatment Through FeCl۳-Activated Carbon Obtained from Cotton Stalks and River Sand

سال انتشار: 1398
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 127

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شناسه ملی سند علمی:

JR_CEJ-5-2_007

تاریخ نمایه سازی: 28 تیر 1404

چکیده مقاله:

The research objective was to reclaim greywater through simple, easily available, and cost-effective methods. For this purpose, an activated charcoal was prepared from biomass (cotton stalk) through the pyrolysis process and sand collected from river Indus. Both materials were subjected to separate columns and applied as filters. Whereas, the efficiency of both materials as filter media was analyzed on the synthetic grey water (SGW). The formulation of synthetic greywater was a complicated process because the selection of ingredients and their amount should not exceed from the real grey water. So, for the presence of fecal contamination, a small amount (۱۰ ml L-۱) of settled sewage was added to the distilled water, while to mimic the organic load, several chemical products of technical grade were also added. The physicochemical and microbiological characteristics of this SGW were tested before and after treatment. The results show that both mediums (AC and river sand) were very effective in the greywater treatment. The removal efficiency for BOD and COD was up to ۹۱.۲%, and ۷۰% respectively. Similarly, the removal measure for turbidity was ۹۱.۳%. While the pH showed that the synthetic grey water was alkaline in nature with a value of ۱۰ because the washing detergents used during the preparation of SGW, but after passing through both filter columns, pH was observed in between ۷ and ۸ units. Furthermore, the removal value examined after passing SGW from both columns for total coliforms was ۴۶.۸۷ CFU/۱۰۰ ml from۱۵۰۰ CFU/۱۰۰ ml.The research objective was to reclaim greywater through simple, easily available, and cost-effective methods. For this purpose, an activated charcoal was prepared from biomass (cotton stalk) through the pyrolysis process and sand collected from river Indus. Both materials were subjected to separate columns and applied as filters. Whereas, the efficiency of both materials as filter media was analyzed on the synthetic grey water (SGW). The formulation of synthetic greywater was a complicated process because the selection of ingredients and their amount should not exceed from the real grey water. So, for the presence of fecal contamination, a small amount (۱۰ ml L-۱) of settled sewage was added to the distilled water, while to mimic the organic load, several chemical products of technical grade were also added. The physicochemical and microbiological characteristics of this SGW were tested before and after treatment. The results show that both mediums (AC and river sand) were very effective in the greywater treatment. The removal efficiency for BOD and COD was up to ۹۱.۲%, and ۷۰% respectively. Similarly, the removal measure for turbidity was ۹۱.۳%. While the pH showed that the synthetic grey water was alkaline in nature with a value of ۱۰ because the washing detergents used during the preparation of SGW, but after passing through both filter columns, pH was observed in between ۷ and ۸ units. Furthermore, the removal value examined after passing SGW from both columns for total coliforms was ۴۶.۸۷ CFU/۱۰۰ ml from۱۵۰۰ CFU/۱۰۰ ml.

کلیدواژه ها:

Synthetic Grey Water (SGW) Activated Carbon (AC) Cotton Stalk Sand Filter.

نویسندگان

Mian Jawaduddin Pirzada

Department of Environmental Engineering, Mehran University of Engineering & Technology, Jamshoro ۷۶۰۶۲, Pakistan

Sheeraz Ahmed Memon

Department of Environmental Engineering, Mehran University of Engineering & Technology, Jamshoro ۷۶۰۶۲, Pakistan

Narain Das Bheel

Department of Civil Engineering, Mehran University of Engineering & Technology, Jamshoro ۷۶۰۶۲, Pakistan

Farhad Ali

Department of Civil Engineering, Mehran University of Engineering & Technology, Jamshoro ۷۶۰۶۲, Pakistan

Nisar Ahmed Gabol

Department of Civil Engineering, Mehran University of Engineering & Technology, Jamshoro ۷۶۰۶۲, Pakistan

Abdul Wahab Abro

Department of Civil Engineering, Mehran University of Engineering & Technology, Jamshoro ۷۶۰۶۲, Pakistan