Two‐Dimensional Model of Mud Transport
- 1 January 1983
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Hydraulic Engineering
- Vol. 109 (1) , 1-12
- https://doi.org/10.1061/(asce)0733-9429(1983)109:1(1)
Abstract
A two‐dimensional‐in‐plan finite difference model is presented which models the transport of well mixed cohesive sediments in estuaries and coastal waters. A description of each of the physical processes incorporated in the model is given. An erosion mechanism is not included explicitly because of the difficulties involved in a realistic formulation. Instead, areas of net deposition throughout a tidal cycle are identified, and rates of mud deposition within these areas are predicted. Two applications of the model to siltation studies are presented, involving different modes of operation of the model. In each case field data in the form of bed core samples were available, so that the models could be both verified and calibrated. Under these circumstances, the model can be used to make useful engineering predictions such as projected dredging requirements in estuaries and ports.Keywords
This publication has 5 references indexed in Scilit:
- Concentration of Suspended Clay in Periodic FlowPublished by American Society of Civil Engineers (ASCE) ,1978
- CONCENTRATION OF SUSPENDED CLAY IN PERIODIC FLOWCoastal Engineering Proceedings, 1978
- Finite Element Model for Cohesive Sediment TransportJournal of the Hydraulics Division, 1976
- SUMMARY OF PAPER 7517. A TWO-LAYER MODEL OF MUD TRANSPORT IN THE THAMES ESTUARY.Proceedings of the Institution of Civil Engineers, 1972
- The dispersion of marked fluid in turbulent shear flowJournal of Fluid Mechanics, 1959