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The movable bed model experiments used models with two different bottom slopes (horizontal and 1/100).
to minimize potential scaling effects associated with movable bed model tests.
A movable bed model was designed in a laboratory flume to simulate a mixed load sand-bed stream.
In this paper, three-dimensional fixed and movable bed model experiments were conducted to elucidate the topographical change mechanisms of a constructed tidal flat that includes a submerged breakwater on its offshore side.
A movable bed model, with a scale of 1 50 and relative density of 2650 kg/m3, was constructed at Hydraulics Research Institute (HRI), the National Water Research Center NWRCC).
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The scaling ratios for the movable-bed model sediment are relaxed, allowing for the use of typical experimental flows, facilities, and materials.
Formulas proposed by Bijker [Bijker, E.W., 1967. Some considerations about scales for coastal models with movable bed. Delft Hydraulics Laboratory, Publication 50, Delft, The Netherlands; Journal of the Waterways, Harbors and Coastal Engineering Division, 97 (4) (1971) 687.], Engelund Hansen [Engelund, F., Hansen, E., 1967. A Monograph On Sediment Transport in Alluvial Streams.
As a part of the Dredging Operations and Environmental Research DOERR) Program, movable-bed physical model experiments were performed at the U.S. Army Engineer Research and Development Centre's (ERDC), Large-scale Sediment Transport Facility (LSTF) to investigate the fate and evaluate the benefits of nearshore-placed dredged material.
The model has been applied to streams with movable bed and the results show a good agreement with the experimental experiences.
The Sp1 does not have horizontal limit within the modeling area and therefore have homogenous thickness of movable bed of 5 m.
Each of the geometries contains movable bed layer and unmovable bed layer.
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