A new two-layer two-phase depth-integrated SPH model implementing dewatering: Application to debris flows

被引:11
|
作者
Pastor, Manuel [1 ]
Tayyebi, Saeid Moussavi [1 ]
Hernandez, Andrei [1 ]
Gao, Lingang [1 ,2 ]
Stickle, Miguel Martin [1 ]
Lin, Chuan [3 ]
机构
[1] Univ Politecn Madrid, Dept Math & Informat Appl Civil & Naval Engn, ETS Ingenieros Caminos, Calle Prof Aranguren 3, Madrid 28040, Spain
[2] Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Peoples R China
[3] Fuzhou Univ, Coll Civil Engn, Fuzhou 350116, Fujian, Peoples R China
关键词
SPH; Depth integrated model; Two phases; Desaturation; Permeable drainage; SMOOTHED PARTICLE HYDRODYNAMICS; NUMERICAL-SIMULATION; DYNAMIC-BEHAVIOR; FORMULATION; AVALANCHE; PROPAGATION; LANDSLIDES; INITIATION; RUNOUT; MOTION;
D O I
10.1016/j.compgeo.2022.105099
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Debris flows can be considered a type of landslide with large velocities and long run-out distances. There are many types of debris flows, depending on the properties of the solid and fluid components of the mixture. The triggering and propagation of debris flows can be studied using a single 3D mathematical model. The computational cost can be very high because of their length, and depth-integrated models provide a good combination of accuracy and cost. Both types of models can be combined in the analysis, using 3D models for initiation and at singular points where more accuracy is wanted. As in a chain where the strength is never higher than that of the weaker link, we have to ensure that all the models are accurate enough in a joint model. This paper deals with a new depth-integrated model which can take into account the changes caused by dewatering in a debris flow. An important limitation of existing two-phase models allowing different velocities of solid and water particles is that when water abandons the mixture, porosity decreases and tends to zero. Here, a two-layer model is introduced, including an unsaturated upper layer on top of a saturated layer.
引用
收藏
页数:16
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