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Investigating parameters of two-point hedging policy for operating a storage reservoir

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dc.contributor.author Jain, Sharad K.
dc.date.accessioned 2019-11-13T12:09:00Z
dc.date.available 2019-11-13T12:09:00Z
dc.date.issued 2013
dc.identifier.citation ISH Journal of Hydraulic Engineering en_US
dc.identifier.uri http://117.252.14.250:8080/jspui/handle/123456789/3847
dc.description.abstract In the operation of a reservoir, at times it is rational not to meet the current demands in full even though there may be enough water to do so. The idea is to save some water to avoid large future shortages. Hedging policies are implemented to achieve this objective. Draper and Lund (2004) found that where hedging is desirable, a linear “two-point” hedging policy may be near optimal for a wide range of circumstances. This paper has examined the behaviour of two parameters of two-point hedging. It appears that in most situations, parameter A which determines when hedging should be triggered is likely to fall between 0.2 and 0.8. For parameter B which controls when hedging should be stopped is likely to be in the range 1.4–1.6. It was also found that the trigger point for commencement of hedging steadily falls as the correlation between demands and reservoir inflows decreases. Results of this study would help in applying simulation models to determine optimum values of the parameters of two-point hedging policy by narrowing the search region. en_US
dc.language.iso en en_US
dc.publisher Taylor & Francis en_US
dc.subject Two-point hedging policy en_US
dc.subject Storage reservoir en_US
dc.title Investigating parameters of two-point hedging policy for operating a storage reservoir en_US
dc.type Article en_US


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