851
Views
5
CrossRef citations to date
0
Altmetric
Articles

Critical runoff depth estimation for incipient motion of non-cohesive sediment on loose soil slope under heavy rainfall

ORCID Icon, , &
Pages 2330-2345 | Received 23 Jul 2019, Accepted 25 Oct 2019, Published online: 02 Dec 2019

References

  • Abdulkadir TS, Muhammad RUM, Wan Yusof K, Ahmad MH, Aremu SA, Gohari A, Abdurrasheed AS. 2019. Quantitative analysis of soil erosion causative factors for susceptibility assessment in a complex watershed. Cogent Eng. 6(1):1594506.
  • Abrahams AD, Luk SH, Parsons AJ. 1988. Threshold relations for the transport of sediment by overland flow on desert hillslopes. Earth Surf Process Landforms. 13(5):407–419.
  • BCS (Bureau of China Standards). 1999. Standard for soil test method. GB/T 50123-1999, Beijing: Chinese Standard Press.
  • Beheshti AA, Ataie-Ashtiani B. 2008. Analysis of threshold and incipient conditions for sediment movement. Coast Eng. 55(5):423–430.
  • Bong CHJ, Lau TL, Ab. Ghani A, Chan NW. 2016. Sediment deposit thickness and its effect on critical velocity for incipient motion. Water Sci Technol. 74(8):1876–1884.
  • Cao ZX, Pender G, Meng J. 2006. Explicit formulation of the Shields diagram for incipient motion of sediment. J Hydraul Eng. 132(10):1097–1099.
  • Chen QB, Xie MS, Zhang HJ. 1996. Incipient motion conditions of noncohesive uniform granite grains in Three Gorges dam region. Yangtze River 27(7):13–14. (in Chinese)
  • Cheng NS. 2004. Analysis of bedload transport in laminar flows. Adv Water Res. 27(9):937–942.
  • Chu JD. 1993. Conditions of incipient motion of non-cohesive sediments. Adv Water Sci. 4(1):37–43. (in Chinese)
  • Geng R, Zhang GH, Ma QH, Wang LJ. 2017. Soil resistance to runoff on steep croplands in Eastern China. CATENA 152:18–28.
  • Guy BT, Rudra RP, Dickenson WT, Sohrabi TM. 2009. Empirical model for calculating sediment-transport capacity in shallow overland flows: Model development. Biosyst Eng. 103(1):105–115.
  • Hossein NM, Hossein K, Rasoul M. 2016. Laboratory analysis of incipient motion velocity for non-uniform non-cohesive sediments movement in rectangular flumes. Arab J Geosci. 9(1):25.
  • Kociuba W, Janicki G. 2014. Continuous measurements of bedload transport rates in a small glacial river catchment in the summer season (Spitsbergen). Geomorphology. 212:58–71.
  • Komar PD. 1987. Selective grain entrainment by a current from a bed of mixed sizes: a reanalysis. J Sedimentary Res 57(2):203–211.
  • Liu L, Li ZW, Chang XF, Nie XD, Liu C, Xiao HB, Wang DY. 2018. Relationships of the hydraulic flow characteristics with the transport of soil organic carbon and sediment loss in the Loess Plateau. Soil Tillage Res. 175:291–301.
  • Liu L, Li ZW, Nie XD, He JJ, Huang B, Chang XF, Liu C, Xiao HB, Wang DY. 2017. Hydraulic-based empirical model for sediment and soil organic carbon loss on steep slopes for extreme rainstorms on the Chinese loess Plateau. J Hydrol. 554:600–612.
  • Mao JQ, Dai HC, He WS. 2011. Calculating incipient velocity of non-uniform sediment through stress analysis. International Symposium on Water Resource & Environmental Protection. Xi'an, China, 607–609.
  • May R. 2003. Preventing sediment deposition in inverted sewer siphons. J Hydraul Eng. 129(4):283–290.
  • Mcnamara JP, Borden C. 2004. Observations on the movement of coarse gravel using implanted motion-sensing radio transmitters. Hydrol Process. 18(10):1871–1884.
  • Milan DJ. 2013. Virtual velocity of tracers in a gravel-bed river using size-based competence duration. Geomorphology. 198:107–114.
  • Miller MC, McCave I, Komar P. 1977. Threshold of sediment motion unidirectional currents. Sedimentology. 24(4):507–527.
  • Neale G, Nader W. 1974. Practical significance of brinkman's extension of darcy's law: Coupled parallel flows within a channel and a bounding porous medium. Can J Chem Eng. 52(4):475–478.
  • Nichele J, Teixeira DA. 2015. Evaluation of Darcy–Brinkman equation for simulations of oil flows in rocks. J Petrol Sci Eng. 134:76–78.
  • Petit F, Houbrechts G, Peeters A, Hallot E, Van Campenhout J, Denis A-C. 2015. Dimensionless critical shear stress in gravel-bed rivers. Geomorphology. 250:308–320.
  • Pimentel D. 2006. Soil erosion: a food and environmental threat. Environ Dev Sustain. 8(1):119–137.
  • Sangita, Sinha MK, Sharma RV. 2013. Natural convection in a spherical porous annulus: the Brinkman extended Darcy flow model. Trans Porous Media. 100(2):321–335.
  • Shields A. 1936. Application of the theory of similarity principles and turbulence research to the bed load movement. Mitt der Preussische Versuchanstalt fur Wasserbau Schiffbau. 26:5–24.
  • Trimble SW, Crosson P. 2000. Land use: U.S. soil erosion rates–myth and reality. Science. 289(5477):248–250.
  • Wei YF, Xia M, Ye F, Fu WX. 2018. Effect of drag force on stability of residual soil slopes under surface runoff. Geomatics Natural Hazards Risk. 9(1):488–500.
  • Wiberg PL, Smith JD. 1987. Calculations of the critical shear stress for motion of uniform and heterogeneous sediments. Water Resour Res. 23(8):1471–1480.
  • Yang JR, Cao SY, Fang D, Lu ZN, Xn L, Li GF. 2004. Study on laws of incipient motion for non-uniform sediment on sloping land. J Hydroelectr Eng. 23(3):102–106. (in Chinese)
  • Zhao C, Gao J, Wang H, Shao H, Xu X. 2013. Effect of rainfall on sediment incipient motion of overland flow. J Basic Sci Eng. 21(6):1057–1069. (in Chinese)
  • Zhou S, Zhang GG, Xing R, Gao X. 2016. Determination of drag and lift coefficients of uniform sediment on the bed surface. J Sediment Res. (2):1–6. (in Chinese)
  • Zounemat-Kermani M, Mahdavi Meymand A, Ahmadipour M. 2018. Estimating incipient motion velocity of bed sediments using different data-driven methods. Appl Soft Comput. 69:165–176.