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contributor authorDavid H. Schoellhamer
date accessioned2017-05-08T20:40:04Z
date available2017-05-08T20:40:04Z
date copyrightOctober 1988
date issued1988
identifier other%28asce%290733-9429%281988%29114%3A10%281192%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22916
description abstractA two‐dimensional laterally averaged model for suspended sediment transport in steady gradually varied flow that is based on the Lagrangian reference frame is presented. The layered Lagrangian transport model (LLTM) for suspended sediment performs laterally averaged Lagrangian calculations with steady or unsteady upstream boundary concentration. The elevations of nearly horizontal streamlines and the simulation time step are selected to optimize model stability and efficiency. The computational elements are parcels of water that are moved along the streamlines in the Lagrangian sense and are mixed with neighboring parcels. The bottom boundary condition can be either a near‐bed concentration or a sediment pick‐up rate. Three applications show that the LLTM can accurately simulate theoretical and empirical nonequilibrium suspended sediment distributions and slug injections of suspended sediment in a laboratory flume.
publisherAmerican Society of Civil Engineers
titleTwo‐Dimensional Lagrangian Simulation of Suspended Sediment
typeJournal Paper
journal volume114
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1988)114:10(1192)
treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 010
contenttypeFulltext


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