Measuring Longshore Sediment Transport in a Large-Scale 3-Dimensional Laboratory Facility
نویسنده
چکیده
Aiming at improving present understanding on longshore sediment transport (LST), the U.S. Army Engineer Research and Development Center recently established a Large-scale Sediment Transport Facility (LSTF). The 3dimensional movable-bed facility has the capability of simulating wave conditions that are directly comparable to annual averages along many low energy coasts. Wave, current, and sediment concentration are measured accurately at numerous longshore and cross-shore locations and throughout the water column. Depth-integrated LST rate and its cross-shore distribution are measured with 20 bottom traps installed at the downdrift end. These, along with beach-profile data, allow detailed analyses of LST processes. This paper focuses on the methodology of designing and implementing LST experiments. Each experiment consists of a number of wave-run segments. Each segment has a specific objective. The first few segments are designed to accomplish two tasks before the actual LST measurement. One is to achieve proper pump settings for the circulation of breaking-wave-generated longshore current. The other task is to allow the beach to reach equilibrium state. Successful accomplishment of these two tasks is crucial to ensure longshore uniformity of hydrodynamic and beach conditions, and to minimize interactions at the lateral boundaries. LST measurement is then accomplished with at least four wave-run segments, including one focusing on measurements at maximum number of locations alongshore, one on measurement of vertical current profiles, and two repeated measurements to ensure data quality. The first phase of LSTF experiments indicated that the above procedure was successful and should be valuable to the design of future laboratory studies.
منابع مشابه
Evaluation of the Cerc Formula Using Large-scale Model Data
Longshore transport experiments were conducted in a large-scale physical model to evaluate predictions of the CERC formula with measured longshore sediment transport rates. It was found that the CERC formula produced reasonable estimates if the coefficient K was calibrated and applied to waves with similar breaker type. The calibrated K values are much smaller than values that are commonly used...
متن کاملModelling of Sediment Transport in Beris Fishery Port
In this paper, the large amount of sedimentation and the resultant shoreline advancements at the breakwaters of Beris Fishery Port are studied. A series of numerical modeling of waves, sediment transport, and shoreline changes were conducted to predict the complicated equilibrium shoreline. The outputs show that the nearshore directions of wave components are not perpendicular to the coast whic...
متن کاملDevelopment of a Computer Model for the Prediction of Littoral Sediment Transport Rate
In this paper, longshore sediment transport in littoral zones is investigated. For investigation of sediment transport in the nearshore zone, the effects of waves, currents and topographical conditions of coast are considered. Linear wave theory was used for the investigation of the wave behaviour. Governing equations of littoral current are continuity and momentum ones. For calculating concent...
متن کاملImpacts of wave and tidal forcing on 3D nearshore processes on natural beaches. Part II: Sediment transport
This is the second of two papers on the 3D numerical modeling of nearshore hydroand morphodynamics. In Part I, the focus was on surf and swash zone hydrodynamics in the cross-shore and longshore directions. Here, we consider nearshore processes with an emphasis on the effects of oceanic forcing and beach characteristics on sediment transport in the crossand longshore directions, as well as on f...
متن کاملDevelopment of a Computer Model for the Prediction of Littoral Sediment Transport Rate
In this paper, longshore sediment transport in littoral zones is investigated. For investigation of sediment transport in the nearshore zone, the effects of waves, currents and topographical conditions of coast are considered. Linear wave theory was used for the investigation of the wave behaviour. Governing equations of littoral current are continuity and momentum ones. For calculating concent...
متن کامل