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Decentralized constant-volume control of irrigation canals

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dc.contributor.authorReddy, J. Mohan, author
dc.contributor.authorU.S. Committee on Irrigation and Drainage, publisher
dc.date.accessioned2020-07-14T13:19:12Z
dc.date.available2020-07-14T13:19:12Z
dc.date.issued1992-10
dc.descriptionPresented at Irrigation and water resources in the 1990's: proceedings from the 1992 national conference held on October 5-7, 1992 in Phoenix, Arizona.
dc.description.abstractThe Saint-Venant equations of open-channel flow were linearized using the Taylor series expansion around an equilibrium condition. A set of linear dynamic equations were obtained for a canal with multiple pools. The principles of optimal control and estimation theory were then applied to derive a decentralized controller and an observer for constant-volume control of irrigation canal pools in the presence of external disturbances acting on the system. using the linearized Saint-Venant equations and an example problem with 5 pools, the performance of the control algorithm in maintaining a constant-volume in the canal pools was found to be excellent.
dc.format.mediumborn digital
dc.format.mediumproceedings (reports)
dc.identifier.urihttps://hdl.handle.net/10217/210764
dc.languageEnglish
dc.language.isoeng
dc.publisherColorado State University. Libraries
dc.relation.ispartofIrrigation Management
dc.relation.ispartofIrrigation and water resources in the 1990's, Phoenix, Arizona, October 5-7, 1992
dc.rightsCopyright and other restrictions may apply. User is responsible for compliance with all applicable laws. For information about copyright law, please see https://libguides.colostate.edu/copyright.
dc.sourceContained in: Irrigation and water resources in the 1990's, Phoenix, Arizona, October 5-7, 1992, http://hdl.handle.net/10217/46758
dc.titleDecentralized constant-volume control of irrigation canals
dc.title.alternativeIrrigation and water resources in the 1990's
dc.title.alternativeConstant-volume control of canals
dc.typeText

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