We consider a decision making framework for a dam modelled by a controllable time-inhomogeneous Markov chain with a compound Poisson process as an input, which approximates the inflow pattern of real dams with seasonal rainfall. The controls are responsible for output flow explicitly and implicitly via a price on water consumption. We consider the problem with system balance and demand shortfall performance criteria under constraints. The state space of the dam is discretized while the time domain remains continuous. We also add a controllable water release to reduce the probability of the dam overflowing and give the procedure for determining if an optimal solution exists by showing the consistency of constraints
In general, a physical process is modelled in terms of how its state evolves over time. The main cha...
In Chapter I of this report a model of a single multi-purpose reservoir with stochastic inflows is a...
International audienceWe consider the management of a single hydroelectric dam, subject to uncertain...
Continuous-time Controlled Markov Chains are a useful model for many processes where it is necessary...
AbstractIn this paper, we consider the optimal control of a finite dam using Pλ,τM policies; assumin...
The management and control of multiple-reservoir flood control systems is studied. Our objective is ...
A model for real -time control of a multipurpose reservoir under the conditions of uncertainty is de...
Prepared with the support of the Agency for International Development, the United States Department ...
We consider the management of water in two connected dams. Stormwater generated by rainfall flows in...
We consider a dam problem in which the release rate can be continuously controlled in order to ensur...
The contribution focuses on the design of a control algorithm aimed at the operative control of runo...
Thesis: S.M., Massachusetts Institute of Technology, Computation for Design and Optimization Program...
Water systems consist of natural and man-made objects serving multiple essential purposes. They are ...
Majority of water reservoirs are located in conditions of torrential floods. Difficulty of flow cont...
砂漠の洪水を灌漑用水に変える --ヨルダンの乾燥地で数理的最適戦略によるプロトタイプを運用--. 京都大学プレスリリース. 2018-03-08.Operation of reservoirs is ...
In general, a physical process is modelled in terms of how its state evolves over time. The main cha...
In Chapter I of this report a model of a single multi-purpose reservoir with stochastic inflows is a...
International audienceWe consider the management of a single hydroelectric dam, subject to uncertain...
Continuous-time Controlled Markov Chains are a useful model for many processes where it is necessary...
AbstractIn this paper, we consider the optimal control of a finite dam using Pλ,τM policies; assumin...
The management and control of multiple-reservoir flood control systems is studied. Our objective is ...
A model for real -time control of a multipurpose reservoir under the conditions of uncertainty is de...
Prepared with the support of the Agency for International Development, the United States Department ...
We consider the management of water in two connected dams. Stormwater generated by rainfall flows in...
We consider a dam problem in which the release rate can be continuously controlled in order to ensur...
The contribution focuses on the design of a control algorithm aimed at the operative control of runo...
Thesis: S.M., Massachusetts Institute of Technology, Computation for Design and Optimization Program...
Water systems consist of natural and man-made objects serving multiple essential purposes. They are ...
Majority of water reservoirs are located in conditions of torrential floods. Difficulty of flow cont...
砂漠の洪水を灌漑用水に変える --ヨルダンの乾燥地で数理的最適戦略によるプロトタイプを運用--. 京都大学プレスリリース. 2018-03-08.Operation of reservoirs is ...
In general, a physical process is modelled in terms of how its state evolves over time. The main cha...
In Chapter I of this report a model of a single multi-purpose reservoir with stochastic inflows is a...
International audienceWe consider the management of a single hydroelectric dam, subject to uncertain...