DEM-aided method for predicting the hydraulic properties with particle-size distribution of porous media

被引:8
作者
Dan, Han-Cheng [1 ]
Zou, Zhuo-Min [1 ]
Chen, Jia-Qi [1 ]
Peng, An-Ping [1 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha, Hunan, Peoples R China
关键词
Porous media; Particle size distribution; Critical path analysis; Fractal theory; Soil water retention curve; Unsaturated hydraulic conductivity; Critical volume fraction; WATER-RETENTION CURVES; EQUATION-BASED MODEL; CAPILLARY-PRESSURE; DRAINAGE LAYER; PEDOTRANSFER FUNCTIONS; RELATIVE PERMEABILITY; NETWORK MODEL; SOIL; CONDUCTIVITY; FLOW;
D O I
10.1108/EC-09-2018-0398
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Purpose The soil water retention curve (SWRC) and unsaturated hydraulic conductivity (UHC) are crucial indices to assess hydraulic properties of porous media that primarily depend on the particle and pore size distributions. This study aims to present a method based on the discrete element model (DEM) and the typical Arya and Paris model (AP model) to numerically predict SWRC and UHC. Design/methodology/approach First, the DEM (PFC3D software) is used to construct the pore and particle size distributions in porous media. The number of particles is calculated according to the AP model, which can be applied to evaluate the relationship between the suction head and the moisture of porous media. Subsequently, combining critical path analysis (CPA) and fractal theory, the air entry value is applied to calculate the critical pore radius (CPR) and the critical volume fraction (CVF) for evaluating the unsaturated hydraulic conductivity. Findings This method is validated against the experimental results of 11 soils from the clay loam to the sand, and then the scaling parameter in the AP model and critical volume fraction value for many types of soils are presented for reference; subsequently, the gradation effect on hydraulic property of soils is analyzed. Furthermore, the calculation for unbound graded aggregate (UGA) material as a special case and a theoretical extension are provided. Originality/value The presented study provides an important insight into the relationship between the heterogeneous particle and hydraulic properties by the DEM and sheds light on the directions for future study of a method to investigate the hydraulic properties of porous media.
引用
收藏
页码:1716 / 1743
页数:28
相关论文
共 84 条
  • [1] Spatial variability of soil solute and saturated hydraulic conductivity affected by undrained water table conditions
    Akis, Rifat
    [J]. PRECISION AGRICULTURE, 2015, 16 (03) : 330 - 359
  • [2] Representative elementary volume analysis of porous media using X-ray computed tomography
    Al-Raoush, Riyadh
    Papadopoulos, Apostolos
    [J]. POWDER TECHNOLOGY, 2010, 200 (1-2) : 69 - 77
  • [3] [Anonymous], 1997, 1997 Annual Book of ASTM Standards, V04.08, P195
  • [4] [Anonymous], 2014, Matlab
  • [5] Antinoro C, 2012, J AGRIC ENG, V43, P114, DOI [10.4081/jae.2012.e18, 10.4081/jae.2012.155]
  • [6] Pore-scale characterization of carbonates using X-ray microtomography
    Arns, CH
    Bauget, F
    Limaye, A
    Sakellariou, A
    Senden, TJ
    Sheppard, AP
    Sok, RM
    Pinczewski, WV
    Bakke, S
    Berge, LI
    Oren, RE
    Knackstedt, MA
    [J]. SPE JOURNAL, 2005, 10 (04): : 475 - 484
  • [7] Scaling soil water characteristics of golf course and athletic field sands from particle-size distribution
    Arya, Lalit A.
    Bowman, Daniel C.
    Thapa, Bir B.
    Cassel, D. Keith
    [J]. SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 2008, 72 (01) : 25 - 32
  • [8] A PHYSICOEMPIRICAL MODEL TO PREDICT THE SOIL-MOISTURE CHARACTERISTIC FROM PARTICLE-SIZE DISTRIBUTION AND BULK-DENSITY DATA
    ARYA, LM
    PARIS, JF
    [J]. SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1981, 45 (06) : 1023 - 1030
  • [9] Scaling parameter to predict the soil water characteristic from particle-size distribution data
    Arya, LM
    Leij, FJ
    van Genuchten, MT
    Shouse, PJ
    [J]. SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1999, 63 (03) : 510 - 519
  • [10] Averjanov S.F., 1950, English Collection, V7, P19