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									| 水利工程、土木工程 |  |     |  |  
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    					| 基于随机-动力学模型的非均匀推移质扩散 |  
						| 范念念1, 吴保生2 |  
					| 1. 四川大学水力学与山区河流开发保护国家重点实验室,水利水电学院,四川 成都 610065;2. 清华大学 水沙科学与水利水电工程国家重点实验室,北京 10084 |  
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    					| Anomalous diffusion of non-uniform bed load particles based on a stochastic-mechanic model |  
						| FAN Nian-nian1, WU Bao-sheng2 |  
						| 1. State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resource and Hydropower, Sichuan University, Chengdu 610065, China; 2.State Key Laboratory of Hydroscience and Hydraulic Engineering, Tsinghua University, Beijing 100084, China |  
					
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																| [1] 韩其为, 何明民. 推移质扩散的随机模型及统计规律[J]. 中国科学:A辑, 1980(4): 396-408. HAN Qi-wei, HE Ming-min. Stochastic models for bed load particle diffusion and the statistical properties [J], Science China: Series A, 1980(4): 396-401. [2] NIKORA V, HABERSACK H, HUBER T, et al. On bed particle diffusion in gravel bed flows under weak bed load transport [J]. Water Resources Research, 2002, 38(10816): 117. [3] SCHUMER R, MEERSCHAERT M M, BAEUMER B. Fractional advection-dispersion equations for modeling transport at the earth surface [J]. Journal of Geophysical Research-Earth Surface, 2009, 114(F00A07): 115. [4] MARTIN R L, JEROLMACK D J, Schumer R. The physical basis for anomalous diffusion in bed load transport [J]. Journal of Geophysical Research-Earth Surface, 2012, 117(F01018): 118. [5] HASCHENBURGER J K. Tracing river gravels: insights into dispersion from a long-term field experiment [J]. Geomorphology, 2013, 200: 121-131. [6] HASSAN M A, VOEPEL H, SCHUMER R, et al. Displacement characteristics of coarse fluvial bed sediment [J]. Journal of Geophysical Research-Earth Surface, 2013, 118(1): 155-165. [7] GANTI V, MEERSCHAERT M M, FOUFOULA-GEORGIOU E, et al. Normal and anomalous diffusion of gravel tracer particles in rivers [J]. Journal of Geophysical Research-Earth Surface, 2010, 115(F00A12): 112. [8] FAN N, ZHONG D, WU B, et al. A mechanistic-stochastic formulation of bed load particle motions: from individual particle forces to the Fokker-Planck equation under low transport rates [J]. Journal of Geophysical Research-Earth Surface, 2014, 119: 464-482. [9] ROSEBERRY J C, SCHMEECKLE M W, FURBISH D J. A probabilistic description of the bed load sediment flux: 2. Particle activity and motions [J]. Journal of Geophysical Research-Earth Surface, 2012, 117(F03032): 121. [10] YANG C T, SAYRE W W. Stochastic model for sand dispersion \[J\]. Journal of the Hydraulics Division,1971(97): 265-288. [11] SUN Z L, DONAHUE J. Statistically derived bedload formula for any fraction of nonuniform sediment [J]. Journal of Hydraulic Engineering-ASCE, 2000, 126(2): 105-111. [12] WU B S, MOLINAS A, JULIEN P Y. Bed-material load computations for nonuniform sediments [J]. Journal of Hydraulic Engineering-ASCE, 2004, 130(10): 1002-1012. [13] PARKER G, SUTHERLAND A J. FLUVIAL ARMOR [J]. Journal of Hydraulic Research, 1990, 28(5): 529-544. [14] 何文社. 非均匀沙运动特性研究 [D]. 成都:四川大学, 2002. HE Wen-she. Study on laws of transport for non-uniform Sediment [D]. Chengdu: Sichuan University, 2002. [15] DRAKE T G, SHREVE R L, DIETRICH W E, et al. Bedload transport of fine gravel observed by motion-picture photography [J]. Journal of Fluid Mechanics, 1988, 192: 193-217. [16] ZHANG Y, MEERSCHAERT M M, PACKMAN A I. Linking fluvial bed sediment transport across scales [J]. Geophysical Research Letters, 2012, 39(L20404): 16. |  
             
												
											    	
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