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Optimization Model for Churchill River Diversion
Optimal project configurations for diverting a river system into another are ascertained through the application of mathematical programming. The physical and hydrologic limitations are described by a system of equations and constraints. All nonlinear functions are transformed into piece-wise linear functions preserving essential nonlinear features. The stochastic nature of the inflow is approximated by a deterministic analysis. Optimization is carried out by applying the Separable Programming algorithm of MPS/360. Results of optimal project configurations are presented.
Optimization Model for Churchill River Diversion
Optimal project configurations for diverting a river system into another are ascertained through the application of mathematical programming. The physical and hydrologic limitations are described by a system of equations and constraints. All nonlinear functions are transformed into piece-wise linear functions preserving essential nonlinear features. The stochastic nature of the inflow is approximated by a deterministic analysis. Optimization is carried out by applying the Separable Programming algorithm of MPS/360. Results of optimal project configurations are presented.
Optimization Model for Churchill River Diversion
Alam, Abu M. Z. (author)
Journal of the Hydraulics Division ; 98 ; 1351-1366
2021-01-01
161972-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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