Feasibility study of using optimally the wastewater from a refinery in Hakimieh neighborhood

نوع مقاله : مقاله پژوهشی

نویسندگان

1 کارشناس ارشد مهندسی عمران،گرایش مهندسی و مدیریت منابع آب

2 مربی سازمانی دانشگاه امام حسین (ع)

چکیده

There is an increasing demand and deficiency of water resources, accordingly, it is possible to solve this problem through reusing refined wastewater for various objectives. This study is conducted in order to feasibility study of reusing the wastewater of Hakimieh neighborhood treatment plant/refinery to be applied in different applications. Accordingly, we tested the parameters of temperature, COD, BOD, TSS, TDS, EC, pH, nitrate, phosphate, turbidity, color, salinity, and fecal and gastrointestinal coliforms and analyzed the quality data of the wastewater discharged from the treatment plant for the feasibility of consumption Irrigation, agriculture, discharge to surface and groundwater based on the environmental protection standard and CWQI water quality index We also examined and evaluated the risk analysis of using discharged wastewater for various objectives using the William Fine model The results indicated that the quality of discharged wastewater based on the CWQI water quality index is comparatively moderate and is placed in borderline and is not proper for irrigation, agricultural applications, and discharge to surface and groundwater because of the high amounts of TDS, EC, nitrate, and phosphate TDS, phosphate, and nitrate parameters in the wastewater are also required to be corrected immediately based on the results of risk analysis.

کلیدواژه‌ها


عنوان مقاله [English]

Feasibility study of using optimally the wastewater from a refinery in Hakimieh neighborhood

نویسندگان [English]

  • reza khalili 1
  • Seyed Mohammad Amin Hosseini pour 2
1 Master of Civil Engineering, Engineering and Water Resources Management
2 Organizational Instructor of Imam Hossein University
چکیده [English]

There is an increasing demand and deficiency of water resources, accordingly, it is possible to solve this problem through reusing refined wastewater for various objectives. This study is conducted in order to feasibility study of reusing the wastewater of Hakimieh neighborhood treatment plant/refinery to be applied in different applications. Accordingly, we tested the parameters of temperature, COD, BOD, TSS, TDS, EC, pH, nitrate, phosphate, turbidity, color, salinity, and fecal and gastrointestinal coliforms and analyzed the quality data of the wastewater discharged from the treatment plant for the feasibility of consumption Irrigation, agriculture, discharge to surface and groundwater based on the environmental protection standard and CWQI water quality index We also examined and evaluated the risk analysis of using discharged wastewater for various objectives using the William Fine model The results indicated that the quality of discharged wastewater based on the CWQI water quality index is comparatively moderate and is placed in borderline and is not proper for irrigation, agricultural applications, and discharge to surface and groundwater because of the high amounts of TDS, EC, nitrate, and phosphate TDS, phosphate, and nitrate parameters in the wastewater are also required to be corrected immediately based on the results of risk analysis. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

کلیدواژه‌ها [English]

  • Feasibility study
  • Wastewater Treatment Plant
  • CWQI Water Quality Index
  • William Fine Model
  • Hakimieh neighborhood