An optimization model is generally not a perfect representation of a complex water resources planning problem because not all important issues can be captured in a model. Optimization models can be used in a planning process to generate planning alternatives that are good and different so that the analyst and the decision maker can examine a wide range of alternatives t.0 gain insight and understanding. This approach is called modeling to generate alternatives (MGA). Several new MGA methods, a random method, a branch and bound/screening (BBS) method and a Fuzzy BSJ method, are described. This work also provides an assessment of the potential use of these methods as well as the HSJ method for generating good and different alternative solutio...
A combined genetic algorithm and fuzzy simulation approach (GAFSA) was developed through integrating...
This paper draws heavily upon my experiences with the MIT-Argentina Study. The purpose of the paper ...
The traditional water-supply planning problem is characterized by two main steps: (1) project future...
257 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1981.An optimization model is not ...
An optimization model is generally not a perfect representation of a complex water resources plannin...
A technique is presented to generate alternatives that are different from each other, but good with ...
Abstract: In solving complex water resources management (WRM) problems, it can prove preferable to c...
Water resources planners and systems analysts are continually confronted with many complex optimizat...
<p>Nowadays, we are faced with the complex of process in water resource management. The complexity o...
Water supply system planning is concerned about the design of water supply infrastructure for distri...
A mathematical method presented here deals with regionalization of wastewater systems, a complex pub...
This dissertation work is part of a larger research effort involving soil-aquifer treatment (SAT). T...
This research aims to develop a set of fuzzy-approach-based optimization models for water supply-dem...
The paper introduces a simulation/optimization procedure for the assessment and the selection of inf...
The application of systems analysis techniques in evaluating project alternatives having more than o...
A combined genetic algorithm and fuzzy simulation approach (GAFSA) was developed through integrating...
This paper draws heavily upon my experiences with the MIT-Argentina Study. The purpose of the paper ...
The traditional water-supply planning problem is characterized by two main steps: (1) project future...
257 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1981.An optimization model is not ...
An optimization model is generally not a perfect representation of a complex water resources plannin...
A technique is presented to generate alternatives that are different from each other, but good with ...
Abstract: In solving complex water resources management (WRM) problems, it can prove preferable to c...
Water resources planners and systems analysts are continually confronted with many complex optimizat...
<p>Nowadays, we are faced with the complex of process in water resource management. The complexity o...
Water supply system planning is concerned about the design of water supply infrastructure for distri...
A mathematical method presented here deals with regionalization of wastewater systems, a complex pub...
This dissertation work is part of a larger research effort involving soil-aquifer treatment (SAT). T...
This research aims to develop a set of fuzzy-approach-based optimization models for water supply-dem...
The paper introduces a simulation/optimization procedure for the assessment and the selection of inf...
The application of systems analysis techniques in evaluating project alternatives having more than o...
A combined genetic algorithm and fuzzy simulation approach (GAFSA) was developed through integrating...
This paper draws heavily upon my experiences with the MIT-Argentina Study. The purpose of the paper ...
The traditional water-supply planning problem is characterized by two main steps: (1) project future...