2017
DOI: 10.1002/asmb.2301
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Robust stochastic control modeling of dam discharge to suppress overgrowth of downstream harmful algae

Abstract: The mathematical concept of multiplier robust control is applied to a dam operation problem, which is an urgent issue on river water environment, as a new industrial application of stochastic optimal control. The goal of the problem is to find a fit-for-purpose and environmentally sound operation policy of the flow discharge from a dam so that overgrowth of the harmful algae Cladophora glomerata Kützing in its downstream river is effectively suppressed. A minimal stochastic differential equation for the algae … Show more

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Cited by 43 publications
(47 citation statements)
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“…The model parameters for the performance index J are not identified here, but their impact on the resulting optimal harvesting policy is investigated numerically. Our field surveys and numerical computation of the algae dynamics for C glomerata imply that the harmful algae are almost detached from the riverbed when the river discharge from the Obara Dam exceeds 15 m 3 /s . The statistical analysis revealed that such events reasonably follow the Poisson process with the intensity of 1/10.4 (1/day) .…”
Section: Applicationmentioning
confidence: 79%
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“…The model parameters for the performance index J are not identified here, but their impact on the resulting optimal harvesting policy is investigated numerically. Our field surveys and numerical computation of the algae dynamics for C glomerata imply that the harmful algae are almost detached from the riverbed when the river discharge from the Obara Dam exceeds 15 m 3 /s . The statistical analysis revealed that such events reasonably follow the Poisson process with the intensity of 1/10.4 (1/day) .…”
Section: Applicationmentioning
confidence: 79%
“…In addition, our survey results and observations by union members of the HRFC suggest that the harmful algae dominate rock‐attached diatoms, which are the main food of P altivelis . The survey results at just downstream of the Obara Dam indicated that C glomerata is removed from the riverbed when the discharge exceeds 15‐20 m 3 /s in the Hii River . As indicated in the next subsection, such events can be modeled within the context of the regime‐switching mechanism.…”
Section: Applicationmentioning
confidence: 98%
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