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dc.creatorĐorđević, Slobodan
dc.creatorProdanović, Dušan
dc.creatorMaksimović, Čedo
dc.creatorIvetić, Marko
dc.creatorSavić, D. A.
dc.date.accessioned2019-04-19T14:10:28Z
dc.date.available2019-04-19T14:10:28Z
dc.date.issued2005
dc.identifier.issn0273-1223
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/94
dc.description.abstractThe new simulation model, named SIPSON, based on the Preissmann finite. difference method and the. conjugate gradient method, is presented in the paper. This model simulates conditions when the hydraulic capacity of a sewer system is exceeded, pipe flow is pressurized, the water flows out from the piped system to the streets, and the inlets cannot capture all the runoff. In the mathematical model, buried structures and pipelines, together with surface channels, make a horizontally and vertically looped network involving a complex interaction of flows. In this paper, special internal boundary conditions related to equivalent inlets are discussed. Procedures are described for the simulation of manhole cover loss, basement flooding, the representation of street geometry, and the distribution of runoff hydrographs between surface and underground networks. All these procedures are built into the simulation model. Relevant issues are illustrated on a set of examples, focusing on specific parameters and comparison with field measurements of flooding of the Motilal ki Chal catchment (Indore, In dia). Satisfactory agreement of observed and simulated hydrographs and maximum surface flooding levels is obtained. It is concluded that the presented approach is an improvement compared to the standard "virtual reservoir" approach commonly applied in most of the models.en
dc.publisherIWA Publishing
dc.rightsrestrictedAccess
dc.sourceWater Science and Technology
dc.subjectdual drainageen
dc.subjectstorm sewersen
dc.subjecturban flooden
dc.titleSIPSON - Simulation of interaction between pipe flow and surface overland flow in networksen
dc.typearticle
dc.rights.licenseARR
dc.citation.epage283
dc.citation.issue5
dc.citation.other52(5): 275-283
dc.citation.rankM22
dc.citation.spage275
dc.citation.volume52
dc.identifier.pmid16248205
dc.identifier.rcubconv_1457
dc.identifier.scopus2-s2.0-27244453548
dc.identifier.wos000232818700033
dc.type.versionpublishedVersion


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