Laboratory experiments were conducted on a sand-gravel Gilbert delta to gain insight on its dynamics under varying base level. Base level rise results in intensified aggradation over the topset, as well as a decrease in topset slope and topset surface coarsening, the signals of which migrate in an upstream direction. Preferential deposition of coarse sediment in the topset results in a finer load at the topset-foreset break, which creates a fine signature in the foreset deposit. Base level fall has the opposite effects. Entrainment of the topset mobile armor causes a coarsening of the load at the topset-foreset break and so a coarse signature in the foreset deposit. The entrainment of the topset substrate and fine top part of the foreset may follow, which causes a fining of the load and a fine signature in the foreset deposit. The fact that the upstream sediment supply requires a certain slope and bed surface texture to be transported downstream under quasi-equilibrium conditions counteracts the effects of base level change. This information travels in the downstream direction. In nature base level change is likely so slow that the upstream sediment load maintains the topset slope and bed surface texture and so keeps the topset in a quasi-equilibrium state. Base level change is therefore not expected to leave a clear signal in a mixed-sediment Gilbert delta other than a change in elevation of the topset-foreset interface.@en

Available online 9-04-2014@en

Armor breakup and reformation was studied in a laboratory experiment using a trimodal mixture composed of a 1mm sand fraction and two gravel fractions (6 and 10mm). The initial bed was characterized by a stepwise downstream fining pattern (trimodal reach) and a downstream sand reach, and the experiment was conducted under conditions without sediment supply. In the initial stage of the experiment an armor formed over the trimodal reach. The formation of the armor under partial transport conditions led to an abrupt spatial transition in the bed slope and in the mean grain size of the bed surface, as such showing similar results to a previous laboratory experiment conducted with a bimodal mixture. The focus of the current analysis is to study the mechanisms of armor breakup. After an increase in flow rate the armor broke up and a new coarser armor quickly formed. The breakup initially induced a bed surface fining due to the exposure of the finer substrate, which was accompanied by a sudden increase in the sediment transport rate, followed by the formation of an armor that was coarser than the initial one. The reformation of the armor was enabled by the supply of coarse material from the upstream degrading reach and the presence of gravel in the original substrate sediment. Here armor breakup and reformation enabled slope adjustment such that the new steady state was closer to normal flow conditions.@en

We present a new image analysis technique for measuring the grain size distribution (texture) of the bed surface during flow in a laboratory experiment. A camera and a floating device are connected to a carriage used to take images of the bed surface over the entire flume length. The image analysis technique, which is based on color segmentation, provides detailed data on spatial and temporal changes of the areal fraction content of each grain size at the bed surface. The technique was applied in a laboratory experiment conducted to examine a degradational reach composed of a well sorted two-fraction mixture of sand and gravel. The initial bed consisted of an upstream reach that was characterized by an imposed stepwise fining pattern (the bimodal reach) and a downstream sand reach. A lack of sediment supply and partial transport conditions led to the formation of a static armor in the bimodal reach, which resulted in a more abrupt spatial transition in the bed surface mean grain size. The associated spatial transition in slope led to a backwater effect over the bimodal reach, a streamwise reduction in sand mobility, and so a static armor that was governed by a downstream fining pattern. Although a morphodynamic equilibrium state under steady flow is generally characterized by normal flow, here the partial transport regime prevented the bed from adjusting toward normal flow conditions and the morphodynamic steady state was governed by a backwater. We applied a numerical morphodynamic sand-gravel model to reproduce the laboratory experiment. The numerical model captured the hydrodynamic and morphodynamic adjustment and the static armor well, yet the armoring occurred too slowly. Although the final configuration of the experiment shows features of a gravel-sand transition (i.e., a sudden transition in slope and mean grain size), we are hesitant to claim similarities between our results and the physical mechanisms governing a gravel-sand transition in the field. @en

The objective of this research is to examine under which conditions sub-surface entrainment (winnowing) of particles occurs and to estimate which parameters are governing the winnowing process. The investigation is executed with laboratory experiments. Laboratory tests has been performed with specific material types, namely M32 sand (D50 = 370 ìm) and Carara gravel (D90 = 23 mm). Model tests performed by Detert et al (2010), show that the lift intensity decreases exponentially vertically through the porous bed. According to Diplas and Parker (1992), the surface layer thickness can be estimated as 2-3 times of the surface material size D90. Applying this assumption, two values of the surface layer thickness are investigated, a surface layer thickness of 6.4 cm (2.8 D90) and of 4.6 cm (2.0 D90). The study of Cui (2007) shows that an increase of entrained fines can be achieved by generating a higher surface layer mobility. For this experiment, the layer thickness and surface layer mobility are varied to investigate their influence on the winnowing process.@en

The objective of this research is to examine under which conditions sub-surface entrainment (winnowing) of particles occurs and to estimate which parameters are governing the winnowing process. The investigation is executed with laboratory experiments. Laboratory tests has been performed with specific material types, namely M32 sand (D50 = 370 ìm) and Carara gravel (D90 = 23 mm). Model tests performed by Detert et al (2010), show that the lift intensity decreases exponentially vertically through the porous bed. According to Diplas and Parker (1992), the surface layer thickness can be estimated as 2-3 times of the surface material size D90. Applying this assumption, two values of the surface layer thickness are investigated, a surface layer thickness of 6.4 cm (2.8 D90) and of 4.6 cm (2.0 D90). The study of Cui (2007) shows that an increase of entrained fines can be achieved by generating a higher surface layer mobility. For this experiment, the layer thickness and surface layer mobility are varied to investigate their influence on the winnowing process.@en

The objective of the present study is to provide detailed data from a laboratory experiment on how the stratigraphy of a Gilbert delta deposit is affected by a temporal variation in sea level. The experiment was conducted in the Water Lab of the Department of Hydraulic Engineering of Delft University of Technology. The flume has an effective length of 14.2 m and a width of 40 cm. Three wellsorted grain size fractions were used: 0.8-1.2 mm, 1.7-2.5 mm, and 3-5 mm. The volume fractions of the three grain sizes in the mixture fed to the flume were 0.50, 0.35, and 0.15, respectively. The grains were painted blue, red, and yellow, respectively, using a concrete mixer. The discharge was set at 9.8 l/s. The Froude number at the brinkpoint was equal to 0.42.@en

The objective of the present study is to provide detailed data from a laboratory experiment on how the stratigraphy of a Gilbert delta deposit is affected by a temporal variation in sea level. The experiment was conducted in the Water Lab of the Department of Hydraulic Engineering of Delft University of Technology. The flume has an effective length of 14.2 m and a width of 40 cm. Three wellsorted grain size fractions were used: 0.8-1.2 mm, 1.7-2.5 mm, and 3-5 mm. The volume fractions of the three grain sizes in the mixture fed to the flume were 0.50, 0.35, and 0.15, respectively. The grains were painted blue, red, and yellow, respectively, using a concrete mixer. The discharge was set at 9.8 l/s. The Froude number at the brinkpoint was equal to 0.42.@en