کاربرد الگوریتم فراکاوشی SCE و مدل LINGO11 در بهینه سازی ابعاد سدهای خاکی (مطالعه موردی سد برزک)

 Abdul Hussain, I. A., Kashyap, D. and Hari  Prasad, K. S. (2007). Seepag  modeling assisted optimal design of a  homogeneous earth dam: Procedure  evolution. Journal of Irrigation and Drainage Engineering.

Dakhlaoui, H., Bargaoui, Z. and Bardossy,A. (2012). Toward a more efficient calibration schema for HBV rainfall-runoff model. Journal of  Hydrology ,444-445,161-179.

Duan, Q., Sorooshian, S. and Gupta, V. k. (1992). Effective and Efficient Global Optimization for             Conceptual Rainfall- Runoff  Models. Journal of  Water  resources research, 28.                        

Duan, Q., Gupta, V.K. and Sorooshian, S.(1993). A shuffled complex evolution  approach for effective and efficient global  theory minimization. Journal of optimization and applications.76(3), 501-521.                           

Duan, Q., Sorooshian, S. and Gupta, V. k. (1994). Optimal use of the SCE-UA global. Optimization  method for calibrating  watershed  models. Journal of hydrology,(158), 265-284.       

Gan,T.Y.,  Diamini, E.M. and Biftu,G.F. (1997). Effects of model complexity and  structure, data quality, and objective  functions on hydrologic modeling. Journal  of Hydrolgy, (192), 81-103.

Geo-Slope International Ltd.(2008). Stability Modeling with SLOPE/W 2007, An Engineering  Methodology, 4th edition. Geo-Slope International Ltd., Calgary: Alberta, Canada.          

Holland, J. H.(1975). Adaptation in Natural and Artificial Systems, University of Michigan  Press,  Ann Arbor.      

Long ,L., Henrik, M. and Dan, R. (2007). Simulation and optimization modelling approach  for operation of the HoaBinh reservoir, Vietnam. Journal of Water Resour Manage,(21), 947–959.

Montaseri,M., Deiminiat,A. and Ghezelsofloo, AA. (2010). Optimization of Clay Core Dimensions  in Earth Dams Using Genetic Algorithm. Journal  of water and soil science, water and soil science, Volume1(3), 73-86 (in Farsi).

Murthy ,G.S.R., Murty, Katta, G. and Raghupathy, G. (2013). Designing earth dams optimally. 40^th  Anniversary Volume, IAPQR.    

Nelder, J. A., and Mead, R. (1965). A simplex method for function minimization, Cornput. J., 7(4), 308-313.

Price, W. L. (1987). Global optimization algorithms for a CAD workstation, Journal of Optimization Theory and  Applications., 55(1), 133-146.

Rahimi, H. (2003).Earth dams. Tehran: University of Tehran (In Farsi).               

Ranjan, G., and Rao, A. S. R. (2000). Basic and applied soil mechanics, New Age International Publishers. 

Skahill, B.E., and  Doherty, J. (2006). Efficient accommodation of local minima in watershed model calibration. Journal of Hydrology. (329), 122–139.                    

US. Army corps of engineers. (2003). Engineering and design: Slope stability. Engineering  Manual EM  1110-2-1901, Vicksburg, Miss.

Wu, Y. and Chen, Ji. (2013). Estimating irrigation water demand using an improved method an  optimizing reservoir operation for   water supply and hydropower generation: A case study of  Xinfengjiang reservoir in southern China. Journal of Agricultuarl Water Management, (116), 110-121.

XU, Y.Q., Unami, K. and Kawachi, T. (2003). Optimal hydraulic design of earth dam cross section using saturated- unsaturated seepage flow model. Advances in Water Resources, (26),1-7.