HJB and Fokker-Planck equations for river environmental management based on stochastic impulse control with discrete and random observation

被引:5
|
作者
Yoshioka, Hidekazu [1 ,2 ]
Tsujimura, Motoh [3 ]
Hamagami, Kunihiko [4 ]
Yaegashi, Yuta [5 ]
Yoshioka, Yumi [1 ]
机构
[1] Shimane Univ, Grad Sch Nat Sci & Technol, Nishikawatsu Cho 1060, Matsue, Shimane 6908504, Japan
[2] Shimane Univ, Fisheries Ecosyst Project Ctr, Nishikawatsu Cho 1060, Matsue, Shimane 6908504, Japan
[3] Doshisha Univ, Grad Sch Commerce, Kamigyo Ku, Kyoto 6028580, Japan
[4] Iwate Univ, Fac Agr, 3-18-8 Ueda, Morioka, Iwate 0208550, Japan
[5] 10-12-403 Maeda Cho, Niihama 7920007, Japan
关键词
Sediment-algae management problem; Jump process; Hamilton-Jacobi-Bellman equation; Fokker-Planck equation; Semi-Lagrangian scheme; Finite difference scheme; SEDIMENT REPLENISHMENT; DOWNSTREAM REACHES; NUMERICAL-ANALYSIS; MODEL; RISK; EVOLUTION; DYNAMICS; PERIODS; OPTIONS; POLICY;
D O I
10.1016/j.camwa.2021.05.015
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
We formulate a new two-variable river environmental restoration problem based on jump stochastic differential equations (SDEs) governing the sediment storage and nuisance benthic algae population dynamics in a dam downstream river. Controlling the dynamics is carried out through impulsive sediment replenishment with discrete and random observation/intervention to avoid sediment depletion and thick algae growth. We consider a cost-efficient management problem of the SDEs to achieve the objectives whose resolution reduces to solving a Hamilton-Jacobi-Bellman (HJB) equation. We also consider a Fokker-Planck (FP) equation governing the probability density function of the controlled dynamics. The HJB equation has a discontinuous solution, while the FP equation has a Dirac's delta along boundaries. We show that the value function, the optimized objective function, is governed by the HJB equation in the simplified case and further that a threshold-type control is optimal. We demonstrate that simple numerical schemes can handle these equations. Finally, we numerically analyze the optimal controls and the resulting probability density functions.
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页码:131 / 154
页数:24
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