Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65434
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dc.titleDischarge coefficient of lateral diversion from trapezoidal channel
dc.contributor.authorCheong, Hin-Fatt
dc.date.accessioned2014-06-17T08:16:42Z
dc.date.available2014-06-17T08:16:42Z
dc.date.issued1991-07
dc.identifier.citationCheong, Hin-Fatt (1991-07). Discharge coefficient of lateral diversion from trapezoidal channel. Journal of Irrigation and Drainage Engineering 117 (4) : 461-475. ScholarBank@NUS Repository.
dc.identifier.issn07339437
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65434
dc.description.abstractThe discharge coefficient of a lateral opening in a prismatic trapezoidal main channel is determined for subcritical flow conditions from considerations of the conservation of energy and the conservation of momentum. The latter requires an empirical relationship for the local downstream component of the spillage velocity with the local downstream velocity in the main part of the channel. The discharge coefficients obtained by both considerations for a broad range of Froude numbers, combination of both side slopes of 1V: mH with m = 0, 0.5, 1.0, and 2.0, and different lengths of lateral opening are found to be nearly the same. The measured water depth just downstream of the lateral opening is not recommended for use in the numerical determination of the discharge coefficient and the reasons are discussed in detail. The discharge coefficient is found to be related to the upstream Froude number and this relationship is empirically established.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of Irrigation and Drainage Engineering
dc.description.volume117
dc.description.issue4
dc.description.page461-475
dc.description.codenJIDED
dc.identifier.isiutNOT_IN_WOS
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