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Determining Local Scour Depth around the Cylindrical Pillars of Bridges Using Artificial Neural Network

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Abstract (2. Language): 
One of the most important reasons of destruction of bridges especially in case of flooding is local scour around pillars. Determining the depth of local scour around bridges pillars has an important role in designing bridges against this destructive phenomenon. This phenomenon has been investigated by different researchers using various methods but the main problem of all these methods is that all of them need a predetermined mathematical equation for modeling this complicated phenomenon. Existing equations for calculating the depth of scour have been all empirical up to now and the researchers in empirical proposed methods and formulas were likely to use two or more parameters in their relations and ignore some other ones. The depth of scour in pillars has been investigated in this paper using an artificial neural network model. Artificial neural network which is formed from a neurons and smart structure following existing neurons in the mind of human being, tries to simulate intracellular behavior of neurons in the brain through mathematical defined functions. This network has three input, hidden and output layers. The best used artificial neural network in this research have respectively 5, 9 and 1 neurons in their layers. After determining the mean of scour depth in pillars using network, target functions of MAE, RMSE and R2 have been used for comparison. Estimated values by model have been compared with some other methods (empirical formulas) and in order to determine the effectiveness of different parameters on the depth of scour, sensitivity analysis has been conducted that the results show that neural network model is one of the best methods for determining the depth of scour in pillars provided that it has adequate data to train network.
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REFERENCES

References: 

[1] Hamedi, A., Mansoori, A., Shamsai, A., & Amirahmadian, S. 2014. The Effect of End Sill and Stepped Slope on Stepped Spillway Energy Dissipation. Journal of Water Sciences Research, 6:1-15.
[2] Hamedi, A., Ketabdar, M., Fesharaki, M., & Mansoori, A. 2016. Nappe Flow Regime Energy Loss in Stepped Chutes Equipped with Reverse Inclined Steps: Experimental Development. Florida Civil Engineering Journal, 2:28-37
[3] Hamedi, A., Ketabdar, M. (2016) Energy Loss Estimation and Flow Simulation in the skimming flow Regime of Stepped Spillways with Inclined Steps and End Sill: A Numerical Model. International Journal of Science and Engineering Applications, 5(7), 399-407.
[4] Hamedi, A., Hajigholizadeh, M., & Mansoori, A. (2016). Flow Simulation and Energy Loss Estimation in the Nappe Flow Regime of Stepped Spillways with Inclined Steps and End Sill: A Numerical Approach. Civil Engineering Journal, 2(9), 426-437.
[5] Hamedi, A., Mansoori, A., Malekmohamadi, I., & Roshanaei, H. 2011. Estimating Energy Dissipation in Stepped Spillways with Reverse Inclined Steps and End Sill. In World Environmental and Water Resources Congress Reston, VA: American Society of Civil Engineers, Conference Proceeding :2528–2537.
[6] Ketabdar, M. Hamedi, A. 2016 Intake Angle Optimization in 90-degree Converged Bends in the Presence of Floating Wooden Debris: Experimental Development. Florida Civil Engineering Journal, 2, 22-27.
[7] Hajibabaei, E,. Ghasemi, A., (2017). Flood Management, Flood Forcasting and Warning System. International Journal of Science and Engineering Applications, 6(2), pp:33-38.
[8] Champiri, M. D., Sajjadi, S., Mousavizadegan, S. H., Moodi, F., 2016. Assessing Distress Cause and Estimating Evaluation Index for Marine Concrete Structures, American Journal of Civil Engineering and Architecture, Science and Education Publishing, 4(4), 142-152, doi: 10.12691/ajcea-4-4-5.
[9] Champiri, M. D., Sajjadi, S., Mousavizadegan, S. H., Moodi, F., 2017. A Fuzzy System for Evaluation of Deteriorated Marine Steel Structures, Journal of Intelligent & Fuzzy Systems, IOS Press, 32, 1945–1958, DOI:10.3233/JIFS-161411 .
[10] Baqersad, M., Eslami, A., Haghighat, Rowshanzamir, M., Mortazavi Bak, H., 2016. Comparison of Coupled and Uncoupled Consolidation Equations Using Finite Element Method in Plane-Strain Condition. Civil Engineering Journal, 2: 375-388.
[11] Wylie, E. B., & Streeter, V. L. (1978). Fluid transients. New York, McGraw-Hill International
[12] Hasoonizadeh, H. (1992). Investigation on Local Scour Prediction Methods around Bridge’s Piers. MSc Thesis
[13] Noorzad, H., Heydarpour, M., Afzalimehr, H., (2001). Control and Reduce Local Scour in Bridge using Sludge in Pier Groups. The Third Hydraulic Conference, Iran.
[14] Darvish S, Asadikiya M, Hu B, Singh P, Zhong Y. Thermodynamic prediction of the effect of CO2 to the stability of (La0.8Sr0.2)0.98MnO3±δ system. International Journal of Hydrogen Energy. 2016;41:10239-48.
[15] [2] Darvish S, Gopalan S, Zhong Y. Thermodynamic Stability Maps for the La0.6Sr0.4Co0.2Fe0.8O3±δ–CO2–O2 System for Application in Solid Oxide Fuel Cells. Journal of Power Sources. 2016.
[16] Darvish S, Sabarou H, Saxena SK, Zhong Y. Quantitative defect chemistry analysis and electronic conductivity prediction of La0.8Sr0.2MnO3±d perovskite. J Electrochem Soc 2015;162:E134e40. http://dx.doi.org/10.1149/2.0361509jes.
[17] Darvish S , Saxena SK, Zhong Y. Quantitative Analysis of (La0.8Sr0.2)0.98MnO3±δ Electronic Conductivity Using CALPHAD Approach. The 39th International Conference on Advanced Ceramics and Composites (ICACC); 2015;179-189. http://dx.doi.org/10.1002/9781119211747.ch15
[18] Darvish S, Karbasi A, Saxena SK, Zhong Y. Weight Loss Mechanism of (La0.8Sr0.2)0.98MnO3±δ During Thermal Cycles. The 39th International Conference on Advanced Ceramics and Composites (ICACC); 2015; 93-99. http://dx.doi.org/10.1002/9781119211310.ch11
[19] Zeidi, S. M. J, Mahdi, M., 2015, “Evaluation of the physical forces exerted on a spherical bubble inside the nozzle in a cavitating flow with an Eulerian/Lagrangian approach”, European journal of physics, 136(6).
[20] Zeidi, S. M. J, Mahdi, M., 2015, “Investigation effects of injection pressure and compressibility and nozzle entry in diesel injector nozzle’s flow”, journal of applied and computational mechanics, 2(1), PP 83-94. ISSN: 2383-4536.
[21] Zeidi, S. M. J, Mahdi, M., 2014, “Effects of nozzle geometry and fuel characteristics on cavitation phenomena in injection nozzles”, The 22st Annual International Conference on Mechanical Engineering-ISME2014, Tehran, Iran.
[22] Zeidi, S. M. J, Mahdi, M., 2014, “Investigation of viscosity effect on velocity profile and cavitation formation in diesel injector nozzle”, Proceedings of the 8-th International Conference on Internal Combustion Engines, Tehran, Iran.
[23] Ali Rahmani, Ali Mirmohammadi, S. M. Javad Zeidi, Saeed Shojaei, “Numerical Approach toward Calculation of vibration Characteristics of the Multi Axles Truck Using Lagrange Method”.
[24] Saeed Shojaei, S. M. Javad Zeidi, Ali Rahmani, Ali Mirmohammadi, “Analytical Analysis Approach to Atudy of the Vibration Characteristics of the Multi Axles Truck and its Validation”.
[25] Chang. W.Y, Lai. J.S, Yen. C.L, “Evolution of scour depth at circular bridge piers”, Journal of Hydraulic Engineering, vol. 130, No.9, pp.905-913, (2004).
[26] Fesharaki, M., Hamedi, A. 2016. Effects of High-Speed Rail Substructure on Ground-Borne Vibrations. Florida Civil Engineering Journal, 2:38-47.
[27] Bardestani, S., Givehchi, M., Younesi, E., Sajjadi, S., Shamshirband, S., & Petkovic, D. 2016. “Predicting turbulent flow friction coefficient using ANFIS technique.” Signal, Image and Video Processing, 1-7.
[28] S. Sajjadi, S. Shamshirband, M. Alizamir, L. Yee, Z. Mansor, A.A. Manaf, et al., Extreme learning machine for prediction of heat load in district heating systems, Energy Build. 122 (2016) 222–227.

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