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A three-step procedure is used to solve the problem.
For the time variable, a Euler backward-difference procedure is used to solve the discrete system.
The dynamic secant approximation procedure is used to solve the linearized problem.
A two-stage solution procedure is used to solve the inter-bay and then intea-bay configuration problems.
First the formalism is presented, where an original procedure is used to solve the finite element system.
First, an MILP (mixed integer linear programming) procedure is used to solve the water and energy allocation problem regarding several objectives.
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With the mathematical model chosen, finite element procedures are used to solve the model.
Two procedures are used to solve the nonlinear differential equation approximately.
The following procedures are used to solve the OPF problem in this paper, and the flowchart of these procedures are generalized in Fig. 2.
Thirdly, the backward procedure of DP is used to solve the problems based on the insights of diagram.
The following stepwise procedure of GRA optimization is used to solve the current formulation (Deng 1989).
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