Slope‐stability‐constrained design of irrigation canals using particle swarm optimization

[1]  Rajib Kumar Bhattacharjya,et al.  Optimal Design of Open Channel Section Incorporating Critical Flow Condition , 2006 .

[2]  V. R. Greco EFFICIENT MONTE CARLO TECHNIQUE FOR LOCATING CRITICAL SLIP SURFACE , 1996 .

[3]  Jean-Pierre Bardet,et al.  A simplex analysis of slope stability , 1989 .

[4]  Zu-yu Chen,et al.  Evaluation of minimum factor of safety in slope stability analysis , 1988 .

[5]  Radoslaw L. Michalowski,et al.  Stability Charts for Uniform Slopes , 2002 .

[6]  D. Kumar,et al.  Optimal reservoir operation for irrigation of multiple crops using elitist-mutated particle swarm optimization , 2007 .

[7]  Idel Montalvo,et al.  Particle Swarm Optimization applied to the design of water supply systems , 2008, Comput. Math. Appl..

[8]  Darrell G. Fontane,et al.  Use of Multiobjective Particle Swarm Optimization in Water Resources Management , 2008 .

[9]  Hans A. Einstein,et al.  River Channel Roughness , 1952 .

[10]  W. Fellenius Calculation of stability of earth dam , 1936 .

[11]  Amlan Das,et al.  Optimal Channel Cross Section with Composite Roughness , 2000 .

[12]  M. Janga Reddy,et al.  Multipurpose Reservoir Operation Using Particle Swarm Optimization , 2007 .

[13]  Bryan W. Karney,et al.  Hydraulic Optimization of Transient Protection Devices Using GA and PSO Approaches , 2006 .

[14]  M. Janga Reddy,et al.  Performance evaluation of elitist-mutated multi-objective particle swarm optimization for integrated water resources management , 2009 .

[15]  Muthusamy Krishnamurthy,et al.  Equivalent Roughness for Shallow Channel , 1972 .

[16]  K. S. Li,et al.  Rapid evaluation of the critical slip surface in slope stability problems , 1987 .

[17]  David C. Froehlich,et al.  Width and Depth‐Constrained Best Trapezoidal Section , 1994 .

[18]  M. Janga Reddy,et al.  Overtopping Probability Constrained Optimal Design of Composite Channels Using Swarm Intelligence Technique , 2010 .

[19]  S. Adarsh,et al.  Chance Constrained Optimal Design of Composite Channels Using Meta-Heuristic Techniques , 2010 .

[20]  T. R. Neelakantan,et al.  Design of water distribution networks using particle swarm optimization , 2006 .

[21]  Thomas J. Trout,et al.  Channel Design to Minimize Lining Material Costs , 1982 .

[22]  D. Nagesh Kumar,et al.  Multi‐objective particle swarm optimization for generating optimal trade‐offs in reservoir operation , 2007 .

[23]  Mysore G. Satish,et al.  Optimal Design of a Stable Trapezoidal Channel Section Using Hybrid Optimization Techniques , 2007 .

[24]  Ashu Jain,et al.  Optimal Design of Composite Channels Using Genetic Algorithm , 2004 .

[25]  Van Uu Nguyen,et al.  Determination of Critical Slope Failure Surfaces , 1985 .

[26]  Riccardo Poli,et al.  Analysis of the publications on the applications of particle swarm optimisation , 2008 .

[27]  A. Bishop The use of the Slip Circle in the Stability Analysis of Slopes , 1955 .