THE CROSS-SHORE SEDIMENT TRANSPORT EXPERIMENT (CROSSTEX)

Author(s):  
Timothy B. Maddux ◽  
Edwin A. Cowen ◽  
Diane L. Foster ◽  
Merrick C. Haller ◽  
Timothy P. Stanton
Data Series ◽  
10.3133/ds98 ◽  
2005 ◽  
Author(s):  
Laura A. Landerman ◽  
Christopher R. Sherwood ◽  
Guy Gelfenbaum ◽  
Jessica Lacy ◽  
Peter Ruggiero ◽  
...  

2020 ◽  
Vol 8 (12) ◽  
pp. 972
Author(s):  
Silke A. J. Tas ◽  
Dirk S. van Maren ◽  
Ad J. H. M. Reniers

Cheniers are important for stabilising mud-dominated coastlines. A chenier is a body of wave-reworked, coarse-grained sediment consisting of sand and shells overlying a muddy substrate. In this paper we present and analyse a week of field observations of the dynamics of a single chenier along the coast of Demak, Indonesia. Despite relatively calm hydrodynamics during the one-week observational period, the chenier migrated surprisingly fast in the landward direction. The role of the tide and waves on the cross-shore chenier dynamics is explored using velocity moments as a proxy for the sediment transport. This approach shows that both tide and waves are capable of transporting the sediment of the chenier system. During calm conditions (representative for the south-east monsoon season), the tides generate a landward-directed sediment transport when the chenier crest is high relative to mean sea level. Waves only generate substantial sediment transport (direct, via skewness, and indirect, via stirring) when the chenier is submerged during periods with higher waves. The cross-shore chenier dynamics are very sensitive to the timing of tide and waves: most transport takes place when high water levels coincide with (relatively) high waves.


1988 ◽  
Vol 1 (21) ◽  
pp. 145
Author(s):  
C.I. Moutzouris

Existing models for longshore sediment transport rate computations assume the sediment grain size and grain sizerelated parameters to be uniform in both the cross-shore and longshore directions. Field results from tideless beaches, which are briefly described in the paper, show that the latter change in both directions due to changing wave energylevels. The sensitivity analysis described in the paper shows that both longshore current and transport rate computations are sensitive to the cross-shore changes in grain size.Finally, a modified linearity coefficient for the wave power equation is proposed based upon the cross-shore distributions of grain size as found in nature.


1982 ◽  
Vol 1 (18) ◽  
pp. 98 ◽  
Author(s):  
E.P. Berek ◽  
R.G. Dean

Following a change in wave direction, the active contours in an idealized pocket beach respond by rotating such that they approach a perpendicular orientation relative to the incoming wave rays. Assuming that cross-shore sediment transport does not contribute to this contour rotation, and that the contours are in the early stages of this equilibration process, the amount of contour rotation can be interpreted as the cross-shore distribution of the longshore sediment transport. As part of the Nearshore Sediment Transport Study, detailed nearshore profile measurements were conducted at Santa Barbara, California. Twenty-two of these profile lines were located on Leadbetter Beach, which is a quasi-pocket beach. To explore the concept described above, two of the nine intersurvey periods were selected due to their strong indications of wave direction change. Analysis of these data sets yielded two estimates of cross-shore distribution of longshore sediment transport which were compared with those presented by Komar, Fulford and Tsuchiya. Although these three distributions differ significantly, the effect of the tidal variations is to "smear" the differences in the inferred distributions as evident in the contour displacements. It was found that none of the relationships for longshore transport distribution predicted the amount of transport inferred in water depths greater than one meter. It is possible, especially for one of the intersurvey periods that the changes in contour locations were so extreme that substantial crossshore sediment transport was induced and would be interpreted as longshore transport occurring in water depths greater than had actually occurred. The method introduced here should be useful in other field and laboratory programs to investigate the cross-shore distribution of longshore sediment transport.


Author(s):  
Siti Murniningsih ◽  
Alfisalam Ghifari Mustafa

<span><em>Flooding is one of the problems that often occurs in the DKI Jakarta area, which one of the causes is the </em><span><em>change of land use in watersheds that were originally into development areas. Whereas, its often the cross </em><span><em>section of the river will be disrupted due to the loss of the riverbanks and the narrower cross section of the </em><span><em>river. In order to overcome this, the Jakarta Provincial Government in 2013 normalized several rivers that </em><span><em>crossed the DKI Province and one of them was the Pesanggrahan River which will be further investigated. </em><span><em>The purpose of this study is to analyze the effect of river normalization on erosion and sedimentation which </em><span><em>will result in changes in the longitudinal and cross section of the river. To get an accurate map of the</em><br /><span><em>Watershed Area, Arc-GIS software is used while identification of river flow before and after normalization </em><span><em>was carried out based on data from Central Office of River Region Ciliwung-Cisadane, Ministry of Public </em><span><em>Works. Sediment samples were taken at 3 points on the river, upstream, middle and downstream, that were </em><span><em>reviewed to determine the gradation of the sediment grains. The HEC-RAS application is used to simulate </em><span><em>sediment transport on the river section before and after normalization. The simulation results are used to </em><span><em>determine the cross section changes due to erosion and sedimentation and to determine the water level in the </em><span><em>river. From the water level, the hydraulic radius can be calculated and then carried out sediment transport </em><span><em>calculation using Ackers-White equation since the equation using grain distribution from range 0.02 – 4.94 </em><span><em>mm. The results it was found that the sediment transport in the upstream point increased 155.11 tons / year,</em><br /><span><em>at the midpoint increased 89.64 tons / year and the downstream point decreased 0.28 tons / year.</em></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span><br /><br class="Apple-interchange-newline" /></span>


Author(s):  
M. Martini ◽  
J. C. Warner ◽  
J. List ◽  
B. Armstrong ◽  
E. Montgomery ◽  
...  

2021 ◽  
Vol 9 (4) ◽  
pp. 353
Author(s):  
Florent Birrien ◽  
Tom Baldock

An equilibrium beach profile model is developed and coupled with a parametric hydrodynamic model to provide feedback between the evolving morphology and the hydrodynamics. The model is compared to laboratory beach profiles evolving toward equilibrium conditions under constant forcing. The equilibrium model follows the classical approach but uses the bulk sediment transport as the governing model parameter. This approach is coupled with empirically derived and normalised sediment transport functions and a parametric surf zone wave transformation model. The dissipation predicted by the surf zone model controls the cross-shore position of the maxima in the sediment transport functions and hence the cross-shore evolution of the beach profile. Realistic beach profile shapes are generated for both erosive (barred) and accretive (bermed) beach profiles, and predictions of bar and berm position are satisfactory. With more complex normalised sediment transport functions, the model can be applied to conditions with a cyclical wave climate. However, the model concept is better associated with erosive wave conditions and further work is required to improve the link between the modelled dissipation and local transport for accretive conditions.


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