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Hybrid Evolutionary Algorithm Based on PSOGA for ANFIS Designing in Prediction of No-Deposition Bed Load Sediment Transport in Sewer Pipe

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Intelligent Computing (SAI 2018)

Part of the book series: Advances in Intelligent Systems and Computing ((AISC,volume 857))

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Abstract

In this paper, a new hybrid algorithm is introduced based on advantage of two evolutionary algorithms, Particle Swarm Optimization (PSO) and genetic Algorithms (GA) known as PSOGA. The proposed algorithm was utilized in optimize design of ANFIS network (ANFIS-PSOGA). The ANFIS-PSOGA was employed to predict limiting velocity in sewer pipe to prevent sediment deposition. Firstly, the effective dimensionless variables were provided. Then, minimum velocity parameter was presented as densimetric Froude number (Fr) was predicted using ANFIS-PSOGA. The results of proposed hybrid method is evaluated using different statistical indices (R2 = 0.98; MAPE = 3.62; RMSE = 0.23; RRMSE = 0.05). The performance of new hybrid algorithm (PSOGA) is compared with GA, PSO and a hybrid algorithm (i.e. a combination of back-propagation and least-square (BPLS). The results show that the presented hybrid algorithm in optimize design of ANFIS (PSOGA) has better accuracy than algorithms.

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References

  1. Vongvisessomjai, N., Tingsanchali, T., Babel, M.S.: Non-deposition design criteria for sewers with part-full flow. Urban Water J. 7, 61–77 (2010)

    Article  Google Scholar 

  2. Ab Ghani, A.: Sediment Transport in Sewers.University of Newcastle Upon Tyne, UK, Ph.D. Thesis (1993)

    Google Scholar 

  3. May, R.W.P., Ackers, J.C., Butler, D., John, S.: Development of design methodology for self-cleansing sewers. Water Sci. Technol. 33, 195–205 (1996)

    Article  Google Scholar 

  4. Ebtehaj, I., Bonakdari, H., Sharifi, A.: Design criteria for sediment transport in sewers based on self-cleansing concept. J. Zhejiang Univ-Sci A. 15, 914–924 (2014)

    Article  Google Scholar 

  5. Azamathulla, H.M., Ghani, A.A., Fei, S.Y.: ANFIS-based approach for predicting sediment transport in clean sewer. Appl. Soft Comput. 12, 1227–1230 (2012)

    Article  Google Scholar 

  6. Ebtehaj, I., Bonakdari, H.: A support vector regression-firefly algorithm-based model for limiting velocity prediction in sewer pipes. Water Sci. Technol. 73, 2244–2250 (2016)

    Article  Google Scholar 

  7. Dursun, O.F., Kaya, N., Firat, M.: Estimating discharge coefficient of semi-elliptical side weir using ANFIS. J. Hydrol. 426, 55–62 (2012)

    Article  Google Scholar 

  8. Ebtehaj, I., Bonakdari, H., Khoshbin, F., Azimi, H.: Pareto genetic design of GMDH-type neural network for predict discharge coefficient in rectangular side orifices. Flow Meas. Instrum. 41, 67–74 (2015)

    Article  Google Scholar 

  9. Ebtehaj, I., Bonakdari, H., Zaji, A.H., Azimi, H., Sharifi, A.: Gene expression programming to predict the discharge coefficient in rectangular side weirs. Appl. Soft Comput. 35, 618–628 (2015)

    Article  Google Scholar 

  10. Najafzadeh, M., Lim, S.Y.: Application of improved neuro-fuzzy GMDH to predict scour depth at sluice gates. Earth Sci. Inform. 8, 187–196 (2015)

    Article  Google Scholar 

  11. Etemad-Shahidi, A., Bonakdar, L., Jeng, D.S.: Estimation of scour depth around circular piers: applications of model tree. J. Hydroinformat. 17, 226–238 (2015)

    Article  Google Scholar 

  12. Ebtehaj, I., Bonakdari, H.: Evaluation of sediment transport in sewer using artificial neural network. Eng. Appl. Computat. Fluid Mech. 7, 382–392 (2013)

    Google Scholar 

  13. Hassan, M., Shamim, M.A., Sikandar, A., Mehmood, I., Ahmed, I., Ashiq, S.Z., Khitab, A.: Development of sediment load estimation models by using artificial neural networking techniques. Environ. Monit. Assess. 187, 1–13 (2015)

    Article  Google Scholar 

  14. Ebtehaj, I., Bonakdari, H.: A support vector regression-firefly algorithm-based model for limiting velocity prediction in sewer pipes. Water Sci. Technol. 73, 2244–2250 (2016)

    Article  Google Scholar 

  15. Gaur, S., Ch, S., Graillot, D., Chahar, B.R., Kumar, D.N.: Application of artificial neural networks and particle swarm optimization for the management of groundwater resources. Water Resour. Manag. 27, 927–941 (2013)

    Article  Google Scholar 

  16. Buyukyildiz, M., Tezel, G., Yilmaz, V.: Estimation of the change in lake water level by artificial intelligence methods. Water Resour. Manag. 28, 4747–4763 (2014)

    Article  Google Scholar 

  17. Turan, M.E., Yurdusev, M.A.: Predicting monthly river flows by genetic fuzzy systems. Water Resour. Manag. 28, 4685–4697 (2014)

    Article  Google Scholar 

  18. Qasem, N.M., Ebtehaj, I., Bonakdari, H.: Potential of radial basis function network with particle swarm optimization for prediction of sediment transport at the limit of deposition in a clean pipe. Sus. Water Resour. Manag. 3, 391–401 (2017)

    Article  Google Scholar 

  19. Ebtehaj, I., Bonakdari, H.: Design of a fuzzy differential evolution algorithm to predict non-deposition sediment transport. Appl. Water Sci. (2017). https://doi.org/10.1007/s13201-017-0562-0

    Article  Google Scholar 

  20. Van den Bergh, F., Engelbrecht, A.P.: A cooperative approach to particle swarm optimization. IEEE T. Evolut. Comput. 8, 225–239 (2004)

    Article  Google Scholar 

  21. Zadeh, L.A.: Fuzzy sets. Inform. Control. 8, 338–353 (1965)

    Article  Google Scholar 

  22. Jang, J.S.R.: ANFIS: adaptive-network-based fuzzy inference systems. IEEE Trans. Syst. Man. Cybern. 23, 665–685 (1993)

    Article  Google Scholar 

  23. Holland, J.: Adaptation in Natural and Artificial Systems, an Introductory Analysis with Application to Biology, Control and Artificial Intelligence. The University of Michigan Press, Ann Arbor (1975)

    MATH  Google Scholar 

  24. Eberhart, R., Kennedy, J.: A new optimizer using particle swarm theory. In: Sixth International Symposium Micro Machine and Human Science IEEE, vol. 1, pp. 39–43 (1995)

    Google Scholar 

  25. Ebtehaj, I., Bonakdari, H.: Performance evaluation of adaptive neural fuzzy inference system for sediment transport in sewers. Water Resour. Manage 28, 4765–4779 (2014)

    Article  Google Scholar 

  26. Ota, J.J., Nalluri, C.: Graded sediment transport at limit deposition in clean pipe channel. In: 28th International Association for Hydro-Environment Engineering and Research, Graz, Austria (1999)

    Google Scholar 

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Correspondence to Bahram Gharabaghi .

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Gharabaghi, B., Bonakdari, H., Ebtehaj, I. (2019). Hybrid Evolutionary Algorithm Based on PSOGA for ANFIS Designing in Prediction of No-Deposition Bed Load Sediment Transport in Sewer Pipe. In: Arai, K., Kapoor, S., Bhatia, R. (eds) Intelligent Computing. SAI 2018. Advances in Intelligent Systems and Computing, vol 857. Springer, Cham. https://doi.org/10.1007/978-3-030-01177-2_8

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