Open AccessTreatability influence of municipal sewage effluent on surface water quality assessment based on Nemerow pollution index using an artificial neural network
Author(s) -
Rafid Jabbar Mohammed,
Basim H. K. Al-Obaidi
Publication year - 2021
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/877/1/012008
Subject(s) - effluent , environmental science , water quality , pollutant , pollution , wastewater , biochemical oxygen demand , surface water , environmental engineering , chemical oxygen demand , chloride , sewage treatment , water pollution , nitrate , artificial neural network , environmental chemistry , materials science , chemistry , computer science , artificial intelligence , ecology , organic chemistry , metallurgy , biology
Assessing water quality provides a scientific foundation for the development and management of water resources. The objective of the research is to evaluate the impact treated effluent from North Rustumiyia wastewater treatment plant (WWTP) on the quality of Diyala river. The model of the artificial neural network (ANN) and factor analysis (FA) based on Nemerow pollution index (NPI). To define important water quality parameters for North Al-Rustumiyia for the line(F2), the Nemerow Pollution Index was introduced. The most important parameters of assessment of water variation quality of wastewater were the parameter used in the model: biochemical oxygen demand (BOD), chemical oxygen demand (COD), suspension solids (SS), chloride, cl, hydrogen ion concentration, pH, sulfate, SO4-2, nitrate, NO3- and phosphate, PO4-3. Taking these criteria into account, samples of water from the sampling sites were graded as C, indicating the pollutant of the waste treatment. Then the water quality map using neural network model was based on the results of water quality assessment. The results showed that the model North Al-Rustumiyia for line F2 was more efficient and R2 was 0.965 with the impotence parameter was chloride (CL).