IAHR, founded in 1935, is a worldwide independent member-based organisation of engineers and water specialists working in fields related to the hydro-environmental sciences and their practical application. Activities range from river and maritime hydraulics to water resources development and eco-hydraulics, through to ice engineering, hydroinformatics, and hydraulic machinery.
Log On
About IAHRDirectoryCommitteesMy IAHRNews & JournalseLibraryeShopEventsJoin IAHRWorld CongressDonate
spacer.gif eLibrary
spacer.gif eLibrary
You are here : eLibrary : IAHR World Congress Proceedings : 36th Congress - The Hague (2015) ALL CONTENT : Sediment management and morphodynamics : Sediment mobility in overtopped noncohesive embankments
Sediment mobility in overtopped noncohesive embankments
An experimental setup using 2-D overtopping tests on noncohesive earth embankment models was conducted in the
Hydraulic Laboratory at the University of Ottawa. The novelty of this experimental setup is attributed to the instrumentation
by which the transient pore-water-pressures are captured and subsequently recorded: miniature (2 mm in diameter)
tensiometer assemblies. The erosion rate and subsequent slope retreat of the sand bed was captured by digital photo
cameras and later digitized into bed profiles. Water surface profiles were similarly digitized from the captured images.
Apart from investigating the influence of initial soil-water state on overtopping erosion, an experimental-numerical hybrid
approach was developed to estimate an empirical mobility relationship taking into account the boundary seepage
mechanism. Using the recorded pore-water-pressures, a transient flownet, comprising the exit hydraulic gradient, seepage
angle and interstitial discharge velocity, was established throughout the embankment model body at 2-second intervals.
Hydraulic parameters such as flow depth, bed slope angle and depth-averaged overtopping velocity were also extracted at
2-second intervals using the free water surface and bed profiles and the measured overtopping discharge. Using the onedimensional
Saint-Venant equations, an analytical expression for the bed shear stress was derived to take into account
the effects of unsteady flow, boundary seepage and steep slopes. The Shields parameter was also revisited to account for
the effects of unsteady and supercritical flow on a downstream steep slope in the presence of boundary seepage. This
novel transient flownet approach will lead to the development of new sediment mobility relationships for breach flows,
instead of the sediment transport-capacity formulations which are based on steady, subcritical and normal flow conditions.
File Size : 1,881,053 bytes
File Type : Adobe Acrobat Document
Chapter : IAHR World Congress Proceedings
Category : 36th Congress - The Hague (2015) ALL CONTENT
Article : Sediment management and morphodynamics
Date Published : 18/08/2015
Download Now