dc.contributor.author | Strecker, Timm | |
dc.contributor.author | Aamo, Ole Morten | |
dc.contributor.author | Cantoni, Michael | |
dc.date.accessioned | 2018-04-11T13:06:40Z | |
dc.date.available | 2018-04-11T13:06:40Z | |
dc.date.created | 2018-01-10T06:03:30Z | |
dc.date.issued | 2017 | |
dc.identifier.isbn | 978-1-5090-1572-6 | |
dc.identifier.uri | http://hdl.handle.net/11250/2493694 | |
dc.description.abstract | Concrete 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.iso | eng | nb_NO |
dc.publisher | Institute of Electrical and Electronics Engineers (IEEE) | nb_NO |
dc.relation.ispartof | Proceedings of the 2017 Asian Control Conference | |
dc.title | Control system design for concrete irrigation channels | nb_NO |
dc.type | Chapter | nb_NO |
dc.description.version | acceptedVersion | nb_NO |
dc.source.pagenumber | 2772-2777 | nb_NO |
dc.identifier.doi | 10.1109/ASCC.2017.8287616 | |
dc.identifier.cristin | 1539406 | |
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.unitcode | 194,63,25,0 | |
cristin.unitname | Institutt for teknisk kybernetikk | |
cristin.ispublished | true | |
cristin.fulltext | original | |
cristin.qualitycode | 1 | |