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Wyszukujesz frazę "Radice, A." wg kryterium: Autor


Wyświetlanie 1-3 z 3
Tytuł:
Grain Kinematics in Weak Linear Transport
Autorzy:
Ballio, F.
Radice, A.
Powiązania:
https://bibliotekanauki.pl/articles/241230.pdf
Data publikacji:
2007
Wydawca:
Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:
sediment transport
grain concentration and velocity
solid discharge
Opis:
Some preliminary results of measurements of one-dimensional sediment transport on a flat bed are presented. Image processing was applied to measure the time evolution of the areal concentration and the velocity of transported grains in a series of bed-load tests with values of the bed shear stress up to twice the threshold for incipient motion. The concentration and velocity data were used to compute the time evolution of the solid discharge per unit width. It was found, as expected, that the sediment transport is an episodic phenomenon, particularly at low shear stress; visualization of the moving particles allows recognition of the existence of longitudinal streaks, that can be more clearly observed when the sediment rate is weaker. The first and second order statistics of sediment concentration and velocity and solid discharge have been analyzed; the mean and standard deviation of the quantities increase as the transport intensity increases, while the coefficient of variation decreases. The ranges of variation of all the time-averaged quantities with the mean sediment rate are narrower if the zero values of the samples are disregarded prior to calculating the statistics; the coefficient of variation is almost constant. The solid discharge data samples were analyzed in the amplitude domain, by calculating the Cumulative Frequency Distributions; it was found that the shape of the CFDs computed with reference to the non-zero values of the sediment rate alone is self-similar regardless of the transport intensity.
Źródło:
Archives of Hydro-Engineering and Environmental Mechanics; 2007, 54, 3; 223-242
1231-3726
Pojawia się w:
Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
On Flow-Altering Countermeasures for Scour at Vertical-Wall Abutment
Autorzy:
Radice, A.
Lauva, O.
Powiązania:
https://bibliotekanauki.pl/articles/241252.pdf
Data publikacji:
2012
Wydawca:
Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:
local scour
abutment
process dynamics
flow-altering countermeasures
sediment transport
Opis:
Results are presented for clear-water scour experiments at a vertical-wall abutment where the obstacle was modified with slots or roughening elements as flow-altering countermeasures against the erosion process. The laboratory campaign comprehended an initial experiment with an unprotected obstacle, two experiments with slots above and beneath the non-scoured bed level, respectively, and one experiment with a roughened abutment. The repeatability of the experiments was checked and found satisfactory. The measured data set consisted of (i) scour depth with time; (ii) geometry of the erosion hole; and (iii) sediment motion pattern at several evolution stages of the process. A novel feature of the work was the attempt to combine evidence on the scour depth and that on sediment motion so as to shed light on the mechanism of scour reduction by the countermeasures tested. It is argued that this strategy might furnish guidelines for future extensive investigations of scour countermeasures, aimed at finding optimal design solutions.
Źródło:
Archives of Hydro-Engineering and Environmental Mechanics; 2012, 59, 3-4; 137-153
1231-3726
Pojawia się w:
Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Gravity- and Turbulence-Dominated Sediment Motion in the Clear-Water Scour Process at a Vertical-Wall Abutment in Pressurized Flow
Autorzy:
Radice, A.
Ballio, F.
Tran, C. K.
Powiązania:
https://bibliotekanauki.pl/articles/241458.pdf
Data publikacji:
2010
Wydawca:
Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:
abutment scour
sediment kinematics
turbulence
sliding
Opis:
Results on the motion of sediment particles on the bottom of the erosion hole are shown for a clear-water scour experiment with a vertical-wall abutment. The paper presents an investigation of particle kinematics starting from the division of the grain instantaneous movements into two populations, namely the "turbulence-dominated" events (those in which the particle motion is triggered by the turbulent flow field) and the "gravity-dominated" events (those in which the particles slide along the slopes of the scour hole due to geotechnical instability). Attention is focused on the well developed stages of the erosion process. For such experimental times, the action of the principal vortex system is particularly evident because the latter is not much stretched along the direction of the mean flow deviation, thanks to the increased flowing area. At the same time, the temporal unsteadiness of the vortices lets a bimodal behaviour of the sediments to emerge. A relevant difference has been found between the dynamics of gravity-dominated and turbulence-dominated events. In addition, it was found that the presence of geotechnical effects in the erosion hole may significantly alter the scour rate. Potential implications of the present results for the modelling of local scour processes are described.
Źródło:
Archives of Hydro-Engineering and Environmental Mechanics; 2010, 57, 1; 43-59
1231-3726
Pojawia się w:
Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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