A coupled discrete element model for the simulation of soil and water flow through an orifice

被引:51
|
作者
Tang, Yao [1 ]
Chan, Dave H. [1 ]
Zhu, David Z. [1 ]
机构
[1] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Darcy fluid model; defective sewer pipes; discrete element method; soil erosion; DEFECTIVE UNDERGROUND PIPE; X-RAY CT; PARTICLE SIMULATION; FLUID-FLOW; DEM-LBM; SYSTEMS; SAND; GROUNDWATER; DISCHARGE; DRAINAGE;
D O I
10.1002/nag.2677
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Soil erosion around defective underground pipes can cause ground collapses and sinkholes in urban areas. Most of these soil erosion events are caused by fluidization of the surrounding soil with subsequent washing into defective sewer pipes. In this study, this soil erosion process is simplified as the gradual washout of sand particles mixed with water through an orifice. The discrete element method is used to simulate the large deformation behavior of the sand particles, and the Darcy fluid model is coupled with this approach to simulate fluid flow through porous sand media. A coupled 3D discrete element model is developed and implemented based on this scheme. To simulate previous experiments using this coupled model considering the current computing capacity, we incorporated a supply layer' to study the continuous erosion process. The coupled model can predict the erosion flow rates of sand and water and the shape of erosion void. Thus, the model can be used as an effective and efficient tool to investigate the soil erosion process around defective pipes. Copyright (c) 2017 John Wiley & Sons, Ltd.
引用
收藏
页码:1477 / 1493
页数:17
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