پديد آورندگان :
زارع ابيانه، حميد نويسنده استاديار گروه مهندسي آب دانشكده كشاورزي Zare Abyaneh, hamid , بيات وركشي، مريم نويسنده دانش آموخته كارشناسي ارشد آبياري و زهكشي دانشكده كشاورزي Bayat Varkeshi, maryam , اخوان ، سميرا نويسنده Akhavan, samira , محمدي، محمد نويسنده كارشناس آبياري Mohammadi, mohammad
چكيده لاتين :
Nitrate is an important pollutant in groundwater that the costs and consequences of health problems and damages due to this pollutant are not measured. Nitrate is a good indicator of water pollution to organic materials. It is important in drinking water hygiene. Thus, utilizing indirect and low-cost methods for accurate estimation of nitrate is considered. Collecting data regarding nitrate in groundwater requires a series of periodic accurate measurements that consumes a lot of time and costs. Materials and Methods
E-mail: zareabyaneh@gmail.com
The purpose of this study is the application of artificial neural network in estimating nitrate, and comparing the results with measured values. Another purpose is to study sensitivity related estimates of nitrate entered to the neural network model. Data were obtained from the quantitative and qualitative information of 53 drinking water wells in Hamedan-Bahar plain between 2003 and 2008, divided into two groups of costly and low-cost methods. Costly information group used 13 independent chemical variables as artificial neural network input. Low-cost group used two neural models with 7 and 8 variables for nitrate modeling. In general, independent variables were divided into three groups, shown in figure (1).
Fig. 1: structure using artificial neural network
Corresponding author: Tel: 09188183441
38 Zare Abyaneh, H., et al.
Neuro Solution software was used for modeling artificial neural network. This software apply multilayer perceptrons network (MLP) together with Feed-Forward Back Propagation algorithm (FFBP). This model contains an input layer, a hidden layer and an output layer. For each model, the number of input neurons according to Figure (1) is 13, 7 and 8 neurons. Also, 1 to 24 neurons were entered to the middle layer to repeat, and test method was used. For Network training Levenberg Marquet algorithm and sigmoid activation function were used. For neural network implementation, all existing data were randomly divided into two categories of education (70 percent) and calibrated (30 percent). Discussion of Results
Results of implementation of each pattern to the separate training models and test data are given in Figure (2).
Testing 1
RMSE=4.93, MAE=3.95
MPE=17, r=0.82 ♦ „
y=0.7359x +6.0615
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RMSE=5.11, MAE=3.98
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RMSE=5.35, MAE=4.16
MPE=18.1, r=0.8 ♦ H^S* ♦ *
y=0.6411x+ 8.1144
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Testing 2
RMSE=5.79, MAE=4.4 ^ MPE=18.4, r=0.78
y=0.6487x +8.0463
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Testing 3
RMSE=5.73, MAE=4.48
MPE=17.9, r=0.8 ^ # ♦
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Training 3
RMSE=5.40, MAEf=4.23
MPE=18, r=0.79 ^ ♦ ^ % ♦ ♦
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y = 0.6066x + 9.039
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Fig. 2: Scatter plots of observed versus predicted nitrate for the three models
Figure 2 shows that the lowest error rate is in group 1 with RMSE=4.93 mgl-1, and the highest error rate is in group 2 with RMSE=5.79 mgl-1. Added the amount of rain in the artificial neural network third model, decreased 2.6 percent error.
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Significant differences were not reported between the results of the three groups. To identify the most suitable model, differences of results were investigated by t-test and Z Index in the significant level of 0.05. The results of t values calculated in t table values for the slope of fit line, and Z Pearson for a significant correlation coefficient (Z>1.96) is given in table (1).
Group number Index
2 and 3 1 and 3 1 and 2
0.56 ns 0.61 ns 1.18 ns Z
0.79 ns 0.39 ns 0.29 ns t
ns : Non-significant in the level of 0.05 The comparison of t and Z values shows that there is no significant difference between the number of neurons in the first layer (13, 8, 7 neurons) and the nature of it (high-cost and low-cost) (p<0.05). Therefore, the second model can be suggested as the appropriate input in simulation of nitrate. Model input parameters including well depth, static depth, geographical and qualitative temperature information, pH and electrical conductivity of water samples were measured by the successful prediction of nitrate concentration with the confidence of more than 80 percent.
To identify the diagnosis effects of the precipitation agent against non-periodic factors in the nitrate concentration of groundwater, observed nitrate concentration values and corresponding rainfalls were drawn, and the estimated coefficient of determination (Figure 3) was determined. Due to low coefficient of determination (R2=0.139), the effective nitrate from rainfall is not high. Low coefficient of determination could have occurred because of the sensitivity of nitrate to some agents other than rainfall. Similar results by Naseri et al. (2006) have been reported among the effective factors in the study of nitrate concentration changes in the groundwater of Golestan province. According to the investigation, nitrate leaching from irrigated agricultural lands, sewage and wastewater, and rainfalls, leaching process is completed. Thus, according to the rainfall decrease due to the recent droughts and municipal wastewater discharges into the plain area, the nitrate concentration observed in Hamedan-Bahar plain groundwater through the non-rain factors seems to be logical.
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Rainfall (mm)
Fig. 3: correlation between annual rainfall and nitrate concentration
Therefore, the input model 2 that eliminates the effect of rainfall factor is found to be suitable. Increasing trend in the nitrate concentrations during the investigation may be due to other factors such as urban sewage and wastewater of agricultural activities. Conclusions
The results in this aquifer showed that the predicted values for all neurological models were less than 4.5 percent. The amount of error can be reduced with more accuracy in the measurement of input parameters and running software in different environments. Changes of mean amount of error in the nitrate simulation process derived from the fluctuations of neural models.