Show simple item record

dc.contributor.authorS. S. Makhanov
dc.contributor.authorS. Vannakrairojn
dc.contributor.authorE. J. Vanderperre
dc.date.accessioned2017-05-08T20:43:28Z
dc.date.available2017-05-08T20:43:28Z
dc.date.copyrightApril 1999
dc.date.issued1999
dc.identifier.other%28asce%290733-9429%281999%29125%3A4%28407%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/24818
dc.description.abstractWe propose a new numerical flooding model oriented to water systems comprising large canal networks. Our approach is based on the diffusion wave equation related to a modified version of the so-called “calculations with apparent cross-sectional flow areas.” Our mathematical formulation is based on the analogy of a porous medium characterized by a permeability depending on parameters and directions of the canal network. Next, we combine the “continuous medium” approach with the nonnegative stable numerical algorithm (initially developed for the 1D diffusion wave equation). A numerical solution of our resulting finite-difference equations requires a tangible generalization of the nonnegative algorithm to the case of coupled 2D river-surface flows. Finally, we simulate the flood evolution in the lower Chao-Praya river basin (located in the eastern areas of Bangkok), and we demonstrate the computational efficiency of our proposed method.
dc.publisherAmerican Society of Civil Engineers
dc.title2D Numerical Model of Flooding in East Bangkok
dc.typeJournal Paper
dc.journal.volume125
dc.journal.issue4
dc.journal.titleJournal of Hydraulic Engineering
dc.identifier.doi10.1061/(ASCE)0733-9429(1999)125:4(407)
dc.treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 004
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record