Effect of Wall Roughness and Concentration of Clay on Erosion in the Hole Erosion Test

Abstract

<b>Problem statement:</b> Internal soil erosion is a real threat for hydraulic infrastructures. In&#13; its final stage it develops in piping involving the formation and progression of a continuous void&#13; inside the soil between the upstream and downstream sides. The hole erosion test was introduced to&#13; characterize kinematics of piping in terms of the time left to rupture. Actual modeling approaches of&#13; this test are essentially one dimensional. The wall shear stress generated by the flow is assumed to be&#13; uniform, so that erosion rate is also uniform along the hole length. Experimental observations show&#13; however an irregular profile of the eroded hole. <b>Approach:</b> In this study an axisymmetric extension&#13; representation of the hole erosion test was performed. The biphasic flow at the origin of surface&#13; erosion occurring in the porous soil sample was modeled by means of the renormalization group&#13; based k-&#949; turbulence equations. Fluent software package was used to perform the numerical&#13; modeling. <b>Results: </b>This had enabled to estimate the wall shear stress which was found to be non&#13; uniform along the hole length. Erosion rate was then estimated by using a classical law. Its variations&#13; as affected by the applied gradient pressure, fluid density as well as the actual fluid/soil interface&#13; roughness were analyzed. In particular, wall roughness and clay concentration were found to&#13; increase noticeably the erosion rate. <b>Conclusion/Recommendations: </b>Predicting erosion rate at the&#13; start of piping formation can be done by the proposed model. Flow features are however very&#13; complex in the real HET configuration. In particular, clay concentration does not vary equally along&#13; the hole length. The erosion law coefficients are variable. Transport phenomenon of some soils&#13; particles that detach is present in the problem. Further investigations including these aspects should&#13; be performed in order to render more profoundly the complex physics involved in this experiment

Internal Erosion Stabilization of Cohesionless Soil Using Lime

“…This method is preferred because of its simplicity, ease, and lower cost. Moreover, it is considered the best method to replicate piping erosion behavior [42]. The HET apparatus and schematic diagram are displayed in Figure 1b,c, respectively.…”

Pressure conditions in the hole erosion test

“…Numerical simulations and a comparison with experimental data were carried out by (Bonelli et al 2006), while simulations and a comparison with Mostiště dam incident data were carried out by (Riha and Svancara 2007). To improve knowledge about the conditions in a pre-formed hole, finite element numerical simulation of water/soil interaction along such a hole was performed by Benaissa et al (2010Benaissa et al ( , 2011. The modelling results showed non-linear pressure distribution along the pipe and significantly higher shear stresses at the entrance part of the hole, probably corresponding to the entrance energy loss.…”

New (Digital) Technique for Areal Measurements of Stonewall Surface Roughness

“…More recent work has been published, as for example by Benaissa et al (2010), who investigated the effect of wall roughness (in combination with the appearance of clay) and soil erosion at the fluid/soil interface. Other authors have focused on the surface roughness of metals, such as steel (Sahin and Motorcu, 2004;Onwubolu, 2005;Al-Qawabeha, 2007;Iqbal and Khan, 2010).…”