Application of New LSSVM-PSO Optimization-Simulation Model in Designing Optimal Groundwater Level Network Monitoring

Document Type : Research Article

Authors

1 MSc. Student of sciences and Water Engineering Dept. University of Birjand

2 Associate Professor of sciences and Water Engineering Dept. University of Birand

3 Assistant Professor of sciences and Water Engineering Dept. University of Birand

Abstract

Monitoring network optimization in water resources, a decision-making process is available for having the best combination in between stations. The study of particle swarm algorithm or PSO algorithm were used for determination of the location and number of network observation wells. The first  using the least squares support vector machine model and input parameters coordinates, evaporation, precipitation last two months, one month before groundwater table  with RBF kernel function was simulated groundwater table. Then the link LSSVM models and PSO model proper location well under two scenarios were determined. In the first scenario was to determine the location of fixed piezometers 42. In the second scenario was considered as a variable number of piezometers. The results of this study showed, Given that our objective function is to minimize the difference between the observed and the simulated, in the first scenario is the least amount of difference in repeat 280 with the objective function 0.9865. The results of the second scenario shows that the number was 28 piezometers Which represents a decrease of 55 percent compared to the initial state is the number of piezometers. In both scenarios, the distribution of points in the southern parts has increased due to the increase in the hydraulic slope and has decreased in the northern parts. In this scenario, the lowest error was repeated 338 with the aim of 0.9145. This optimization at various stages with several stages of trial and error, show the degree of importance and superiority of the latter scenario than the first scenario.

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Main Subjects


[1]. Izadi,A,Davari,K, Alizadeh,A,Ghahraman,B. Using panel data model to predict groundwater levels. Journal of Irrigation and Drainage,2008.(Persian)
[2]. Mirzaee,A, Nazmi,H. Predicted water levels using intelligent systems. Engineering Magazine.4.2011.(Persian)
[3]. Seifi,A, Myrlotfy,S, Riahi,H. Assessment and monitoring of weather station network using principal components analysis and factor analysis Case study: Kerman. Journal of Irrigation and Drainage,2012.Number1, Volume5,(Page30-42). (Persian)
[4]. Asefa, T., W.Kemblowski, M., Urroz, G., Mckee, M., and Khalil, A.Support vectors machines(SVM) for monitoring network design.l Ground water.2004,Vol.43.No.3:413-422.
[5]. Akbarzada,M,Ghahraman,B. simultaneous use of Kriging space-time and entropy to determine the optimal network quality monitoring groundwater resources Mashhad. Journal of Soil and Water(Agricultural Science and Technology),2013, Volume 27,Number3. (Persian)
[6]. Ghahraman,B, Hosseini,M, Asgari,H. The application of geostatistics to assess groundwater quality monitoring networks. summer2003, Amir Kabir, Fourteenth year,Number55(Civil Engineering). (Persian)
[7]. Run،Y،Li،X،Ge،Y،Lu،X،Lian،Y.Optimal selection of groundwater level-monitoring sites in the zhangye, basin northwest china.2015.Vol.525.p:209-215.
[8]. Afshar,A,Mknon,R,Afshar,A,. Optimal positioning of monitoring stations in water distribution networks using the algorithm ants. Water and Wastewater,2006,number59.(Persian)
[9]. Azadnia,A,Zahraei,B. PSO optimization algorithm in multi-objective optimization operation of reservoir, Fifth National Congress of Civil Engineering,4-6may2010, Mashhad Ferdowsi University.(Persian)
[10].            Me'raji,H, Valipoor,R,Meraji,s.Diversion dams size optimization system based on risk using PSO algorithm. Journal of Civil Engineering school, Summer and Fall2006. (Persian)
[11].            Khashei- Siuki,A,Ghahraman,B, Kochakzade, M. Determine optimal crop pattern to avoid the drop in groundwater with PSO algorithm. Iran Water Research Journal, spring and summer2014. (Persian)
[12].            Rezai,A, Shahidi,A, Khashei-Siuki,A, Riahi Madvar,H. Performance evaluation least squares support vector machine model to predict the water table. Journal of Irrigation and Drainage,2014.Number4, Volume 7, Page 510-520. (Persian)
[13].            Rezai,A, Khashei-Siuki,A ,Shahidi,A. Ground water level monitoring network design using the least squares support vector machine (LS-SVM). Iran Soil and Water Research, Volume 45,Number 4,January 2015,(page 389-396). (Persian)
[14].            Zhou, Y., Dong, D., Liu, J., and Li, W.Upgrading a regional groundwater level monitoring network for Beiging Plain,China.Geoscience Frontiers.(2012).
[15].            Guo, Y., Wang, j., Yin, X.Optimizing the ground water monitoring network using MSN Theory.Procedia Social and behavioral Sciences.2011,21:240-242.
[16].            Babbar-Sebens, M., Minsker, B. A Case-Based Micro Interactive Genetic Algorithm (CBMIGA) for interactive learning and search: Methodology and application to groundwater monitoring design. Environmental Modelling&Software,2010.25:1176-1187.
[17].            Reed, P., B-Kollat, J., Devieddy, V.k.Using interactive archives in evoloutionary Multiobjective optimization:A case study for Long-Term groundwater monitoring design. Environmental Modelling&Software.2007.22:683-692.
[18].            Asefa, T., W.Kemblowski, M., Urroz, G., Mckee, M., and Khalil, A.Support vectors-based groundwater head observation networks design.Water Resources Research.2005,Vol.40
[19].            Montazer,A,Nasiri ghedari,A,Shahraki,M. Determining the optimal network monitoring groundwater resources Sistan and Baluchestan Province. The first Conference of Applied Research in Water Resources,Page21-23,April2010, Kermanshah.iran. (Persian)
[20].            Masumi,F, Krachyan,R. Optimization locate underground water quality monitoring stations using entropy. Journal of Water and Wastewater.2008,Number67. (Persian)
[21].            Ganji Khorramdel,N, Mohammadi,K,Monam,M. Network optimization observation wells for estimating groundwater balance with dual swing. Journal of Soil and Water(Agricultural Science and Technology),2007. (Persian)
[22].            Hagheghat,R, Mohammadi,K,Dorry,F. Groundwater level monitoring network optimization Ardestān geostatistical methods. Twenty-sixth meeting of Earth Sciences,28-30January2008. (Persian)
[23].            Chitsazan,M,Mosavi,F,Mirzaei,Y,Rastegarzade,S. Quantitative and qualitative aquagromatic significance of Ramhormoz plain using mathematical descriptions in MODFLOW and MD3DMS. Advanced Applied Geology Journal, Autumn2012, No. 5
[24].            Sanchez, A.S., Nieto, P.J.G., Fernandez, P.R., Diaz, J.J.D., Iglesias-Rodr, F.J. Application of an SVM-based regression model
to the air quality study at local scale in the Avilés urban area (Spain). Mathematical and Computer Modelling.2011.54:1453–1466.
[25].            Khashei-Siuki,A,Ghahraman, B,Kochakzade, M.Application of agricultural water allocation and management using pso optimization technique.water and soil journal,May and june2013. (Persian)
[26].            Forgive,F,Rezaei,M. Optimization of underground water level monitoring network in Tabriz plain using ground statistics methods. Quarterly Journal of Environmental Geology.2012. Seventh year