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dc.contributor.authorStrecker, Timm
dc.contributor.authorAamo, Ole Morten
dc.contributor.authorCantoni, Michael
dc.date.accessioned2018-04-11T13:06:40Z
dc.date.available2018-04-11T13:06:40Z
dc.date.created2018-01-10T06:03:30Z
dc.date.issued2017
dc.identifier.isbn978-1-5090-1572-6
dc.identifier.urihttp://hdl.handle.net/11250/2493694
dc.description.abstractConcrete channels find use at the periphery of irrigation networks, for expansion and to replace small earthen channels given the relative ease of maintenance and elimination of seepage losses. In design, it is important to account for control system performance when dimensioning the channel infrastructure. In this paper, the design of a distributed controller is investigated in terms managing water-levels, and thereby the depth profile (i.e., amount of concrete) needed to support peak flow load under the power of gravity.nb_NO
dc.language.isoengnb_NO
dc.publisherInstitute of Electrical and Electronics Engineers (IEEE)nb_NO
dc.relation.ispartofProceedings of the 2017 Asian Control Conference
dc.titleControl system design for concrete irrigation channelsnb_NO
dc.typeChapternb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber2772-2777nb_NO
dc.identifier.doi10.1109/ASCC.2017.8287616
dc.identifier.cristin1539406
dc.description.localcode© 2018 IEEE. Personal use of this material is permitted. Permission from IEEE must be obtained for all other uses, in any current or future media, including reprinting/republishing this material for advertising or promotional purposes, creating new collective works, for resale or redistribution to servers or lists, or reuse of any copyrighted component of this work in other works.nb_NO
cristin.unitcode194,63,25,0
cristin.unitnameInstitutt for teknisk kybernetikk
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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