Title of article :
Artificial Neural Network Model for the Prediction of Groundwater Quality
Author/Authors :
Khudair ، Basim Department of Civil Engineering - University of Baghdad , Jasim ، Mustafa Department of Civil Engineering - University of Baghdad , Alsaqqar ، Awatif Department of Civil Engineering - Uruk University
Pages :
12
From page :
2959
To page :
2970
Abstract :
The present article delves into the examination of groundwater quality, based on WQI, for drinking purposes in Baghdad City. Further, for carrying out the investigation, the data was collected from the Ministry of Water Resources of Baghdad, which represents water samples drawn from 114 wells in AlKarkh and AlRusafa sides of Baghdad city. With the aim of further determining WQI, four water parameters such as (i) pH, (ii) Chloride (Cl), (iii) Sulfate (SO4), and (iv) Total dissolved solids (TDS), were taken into consideration. According to the computed WQI, the distribution of the groundwater samples, with respect to their quality classes such as excellent, good, poor, very poor and unfit for human drinking purpose, was found to be 14.9 %, 39.5 %, 22.8 %, 6.1 %, and 16.7 %, respectively. Additionally, to anticipate changes in groundwater WQI, IBM® SPSS® Statistics 19 software (SPSS) was used to develop an artificial neural network model (ANNM). With the application of this ANNM model, the results obtained illustrated high prediction efficiency, as the sum of squares error functions (for training and testing samples) and coefficient of determination (R2), were found to be (0.038 and 0.005) and 0.973, respectively. However, the parameters pH and Cl influenced model prediction significantly, thereby becoming crucial factors in the anticipation carried out by using ANNM model.
Keywords :
Keywords: Assessment and Prediction , Groundwater Quality , Human Health , Water Quality Index , Artificial Neural Network Model
Journal title :
Civil Engineering Journal
Serial Year :
2018
Journal title :
Civil Engineering Journal
Record number :
2486812
Link To Document :
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