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dc.contributor.authorLotfi Zeghadnia
dc.contributor.authorJean Loup Robert
dc.date.accessioned2017-12-30T12:59:49Z
dc.date.available2017-12-30T12:59:49Z
dc.date.issued2017
dc.identifier.other%28ASCE%29PS.1949-1204.0000272.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244314
dc.description.abstractThis article presents a new approach for the computation of the water surface angle in pipes arranged in parallel. Estimating this parameter in partially filled pipes is an important task in the solution of many practical problems in the different branches of the engineering profession such as flow measurement and design of drainage networks, where the flow is mostly of the free surface type. This characteristic is needed in the trial and error classical solution and huge number of times. The new method is elaborated to overcome the laborious trial and error method. Here, the computation of the water surface angle becomes easy, simple, and direct.
dc.publisherAmerican Society of Civil Engineers
dc.titleNew Approach for the Computation of the Water Surface Angle in Partially Filled Pipes: Pipes Arranged in Parallel
dc.typeJournal Paper
dc.journal.volume8
dc.journal.issue4
dc.journal.titleJournal of Pipeline Systems Engineering and Practice
dc.identifier.doi10.1061/(ASCE)PS.1949-1204.0000272
dc.page04017013
dc.treeJournal of Pipeline Systems Engineering and Practice:;2017:;Volume ( 008 ):;issue: 004
dc.contenttypeFulltext


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