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The first site consisted of a layered soil profile with sandy silt loam (0 60 cm) and clay loam (60 130 cm) layers, and the other site was a uniform sand profile (0 110 cm).
The effect of percolation through a permeable bed on sediment suspension under regular waves was examined in a laboratory wave tank (28 m×1 m×1 m), using acoustic backscatter sensors to make rapid (3 Hz) suspended sand profile measurements (0.005 m vertical resolution).
The granulometry changed only in a single point between April and June, R3.5, which presented a sand profile in April (Φ50 = 891.2 µm) and a silt profile in June (Φ50 = 138.4 µm).
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The results of three heavily-instrumented dynamic centrifuge tests on saturated models of side-by-side loose and dense sand profiles are discussed.
The moisture, Cl− concentration, δ2H and δ18O of several sand profiles, the hydrogeochemical characteristics of some lakes and groundwater, and the elemental composition of some travertine samples are analyzed to investigate the rainfall percolation and groundwater recharge.
On the other hand, the sand bed profiles are predicted with the continuity equation for sand by evaluating the total flux consisting of the bed and suspended loads caused by the tractive and convective forces of the turbulent flows.
From the comparison with the experimental results, it is verified that the sand bed profiles are satisfactorily predicted and that the predicted results are largely improved compared with those based on the Eulerian coordinate system.
A sand balance coastal profile model for estimating cliff and shoreline retreats considering sea level rise is discussed.
To increase the adherence of concrete to GFRP profile, sand particles were pasted in the interior surface of the profile using epoxy and the hybrid beams were improved by increasing the profile felt.
Generally neutron- density separation is narrower Clean to slightly argillaceous, coarse to fine-grained sandstone Cross- and mega-ripple lamination, ripple lamination (wave dominated), draped laminae Barrier bar/tidal mouth bar/tidal point bar/restricted bay sand Upward-cleaning profile, low to moderate gamma values.
[44] found that on average the beachfront recovery and the backshore accretion (estuary and hind-dune areas) in the Santa Rosa unit, occurred at the widest sections ("cuspate headland" section in Figure S1) of the island where the pre-storm profile sand volume had been relatively large and overwash penetration was at a minimum.
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