Two‐Dimensional Lagrangian Simulation of Suspended SedimentSource: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 010Author:David H. Schoellhamer
DOI: 10.1061/(ASCE)0733-9429(1988)114:10(1192)Publisher: American Society of Civil Engineers
Abstract: A 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.
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| contributor author | David H. Schoellhamer | |
| date accessioned | 2017-05-08T20:40:04Z | |
| date available | 2017-05-08T20:40:04Z | |
| date copyright | October 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9429%281988%29114%3A10%281192%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22916 | |
| description abstract | A 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. | |
| publisher | American Society of Civil Engineers | |
| title | Two‐Dimensional Lagrangian Simulation of Suspended Sediment | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 10 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1988)114:10(1192) | |
| tree | Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 010 | |
| contenttype | Fulltext |