A fractal derivative model to quantify bed-load transport along a heterogeneous sand bed

被引:5
|
作者
Nie, Shiqian [1 ,2 ]
Sun, HongGuang [2 ]
Zhang, Yong [3 ]
Zhou, Ling [4 ]
Chen, Dong [5 ]
机构
[1] Shandong Univ Sci & Technolgy, Coll Math & Syst Sci, Qingdao 266590, Shandong, Peoples R China
[2] Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210098, Jiangsu, Peoples R China
[3] Univ Alabama, Dept Geol Sci, Tuscaloosa, AL 35487 USA
[4] Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Jiangsu, Peoples R China
[5] Chinese Acad Sci, Inst Geog Sci & Nat Resources Res, Beijing 100101, Peoples R China
基金
中国国家自然科学基金;
关键词
Bed-load transport; Hausdorff factal derivative; Metric transforms; Fractional derivative; Anomalous diffusion; DIFFUSION EQUATION; BEDLOAD TRANSPORT; MORPHOLOGY; DISPERSION; SALTATION;
D O I
10.1007/s10652-020-09755-5
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Bed-load transport is a complex process exhibiting anomalous dynamics, which cannot be efficiently described using the traditional advection-diffusion equation. This study aims at developing and testing a Hausdorff fractal derivative model to characterize scale-dependent, anomalous dynamics of bed-load transport through a heterogeneous gravel-bed. Applications show that the Hausdorff fractal derivative model generally matches the bed sediment snapshots measured in flume experiments with both continuous and instantaneous sediment sources. The order of the Hausdorff fractal derivative is a scale-dependent indicator varying with bed heterogeneity and particle size. For example, bed armoring and size selective transport can cause the fast downstream motion of fine sediment and the enhanced trapping for coarse materials, which can be conveniently quantified by selecting the corresponding order of the Hausdorff fractal derivative in the new model proposed by this study. Further comparison with the fractional derivative model (containing a nonlocal operator to capture long-term memory embedded in both motion and resting of sediment particles) shows that both models can capture anomalous bed-load dynamics, while the Hausdorff fractal derivative model is more attractive due to its local operator and convenient numerical solution.
引用
收藏
页码:1603 / 1616
页数:14
相关论文
共 50 条
  • [21] BED-LOAD TRANSPORT FLUCTUATIONS IN A GRAVEL BED LABORATORY CHANNEL
    KUHNLE, RA
    SOUTHARD, JB
    WATER RESOURCES RESEARCH, 1988, 24 (02) : 247 - 260
  • [22] Study of bed-load transport formulas
    Meng, Zhen
    Chen, Huai
    Li, Danxun
    Wang, Xingkui
    Shuili Xuebao/Journal of Hydraulic Engineering, 2015, 46 (09): : 1080 - 1088
  • [23] Lagrangian model of bed-load transport in turbulent junction flows
    Escauriaza, Cristian
    Sotiropoulos, Fotis
    JOURNAL OF FLUID MECHANICS, 2011, 666 : 36 - 76
  • [24] CONCEPTUAL BED-LOAD TRANSPORT MODEL AND VERIFICATION FOR SEDIMENT MIXTURES
    HSU, SM
    HOLLY, FM
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1992, 118 (08): : 1135 - 1152
  • [25] Bed-load transport model based on fractional size distribution
    Ashiq, M
    Doering, JC
    Hosoda, T
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2006, 33 (01) : 69 - 80
  • [26] Bed-sand variation and the bed-load transportation in the upstream of the Yangze River
    Zhu, Jianyuan
    Shuili Fadian Xuebao/Journal of Hydroelectric Engineering, 1999, (03): : 86 - 102
  • [27] Bed-load measurements on large, sand-bed rivers in the United States
    Abraham, David
    McAlpin, Tate
    Jones, Keaton
    NINTH INTERNATIONAL CONFERENCE ON FLUVIAL HYDRAULICS (RIVER FLOW 2018), 2018, 40
  • [28] NATURE OF SALTATION AND OF BED-LOAD TRANSPORT IN WATER
    BAGNOLD, RA
    PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1973, 332 (1591): : 473 - 504
  • [29] LATERAL BED-LOAD TRANSPORT ON SIDE SLOPES
    IKEDA, S
    JOURNAL OF THE HYDRAULICS DIVISION-ASCE, 1982, 108 (11): : 1369 - 1373
  • [30] Relaxation approximation to bed-load sediment transport
    Delis, A. I.
    Papoglou, I.
    JOURNAL OF COMPUTATIONAL AND APPLIED MATHEMATICS, 2008, 213 (02) : 521 - 546