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December 31, 2021
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December 27, 2022
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Abstract

Transportation of sediment is an essential dynamic process in a natural river towards a hydraulic equilibrium state, as it affects the stability of the river itself. Extensive erosion and sedimentation in a natural river or irrigation canal will cause high maintenance costs for irrigation, and flood prevention works. It will cause reservoirs siltation, and scouring of bridges. This study attempts to explore the existing schools of thought and theories of sediment transport, by reviewing the existing theories of sediment transportation for cohesive materials of wash loads, and suspended loads. We review the sediment transport formulas for cohesive materials, based on their movement from the watershed to the stream, and present the underlying theories to estimate the quantity of sediment transport for cohesive materials. We identified that there are two entities of the transport process of the sediment for cohesive materials, which are in the watershed and in the stream. During the review, we found that the uncertainty in estimating the quantity of cohesive sediments is higher than non-cohesive sediment materials.

Keywords

Suspended loads cohesive materials

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Permana, A. S., As'ad, S., & Ikhsan, C. (2022). Cohesive Sediment Transport Process and Practical Estimate: A Review: This study aims at providing a method to compute the cohesive sediment transport from the source to the stream. Innovative Engineering and Sustainability Journal, 1(1), 18–27. Retrieved from https://iesj.ft.uns.ac.id/iesj/article/view/1 (Original work published January 4, 2022)
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References

  1. DuBoys, M.P. (1879). Etudes du regime du Rhone et de l’action exercee par les eaux sur un lit a fond de graviers indefiniment affouillable. Annal Ponts et Chausees, Ser. 5, 18.
  2. Gomez, B., & Church, M. (1989). An assessment of bed load sediment transport formulae for gravel bed rivers. Water Resources Research, 25(6), 1161-1186.
  3. Einstein, H.A. (1942). Formulas for the transportation of bed load. Transactions of ASCE, 107: 561-573.
  4. Julien, P.Y. (2010). Erosion and Sedimentation. Cambridge University Press. Second Ed.
  5. Lane, E.W. (1955). Design of Stable Channels. Transactions, ASCE, Vol. 120, pp. 1234-1279.
  6. Laws and Parsons (1943). The relation of raindrop size to intensity. Trans. AGU Vol. 24
  7. Libohova, Z., Seybold, C., Wysocki, D., Wills, S., Schoeneberger, P., Williams, C., ... & Owens, P. R. (2018). Reevaluating the effects of soil organic matter and other properties on available water-holding capacity using the National Cooperative Soil Survey Characterization Database. Journal of Soil and Water Conservation, 73(4), 411-421.
  8. Meyer-Peter, E. and R. Muller (1948). Formulas for bed-load transport. Proceedings 2nd Meeting IAHR, Stockholm.
  9. Meyer, L.D. & Moldenhauer, W.C. (1985). Soil erosion research: A historical perspective. In Agricultural History. University of California Press, Berkeley, California, USA.
  10. Mitchell, J.K. (1993). Fundamentals of soil behavior. Second Edition, John Wiley & Sons.
  11. Mutchler, C.K. andYoung, R.A. (1975). Soil detachment by raindrops. Proceedings of the Sediment Yield Workshop, USDA, Oxford (Mississippi), SA, ARS-S-40, pp. 113-117.
  12. Nearing, M. A., Lane, L. J., & Lopes, V. L. (2017). Modeling soil erosion. In Soil erosion research methods (pp. 127-158). Routledge.
  13. Partheniades, E. (2009). Cohesive sediment in open channels: properties, transport, and applications. BH, Elsevier.
  14. Renard, K.G. (1985). Rainfall simulators and USDA erosion research; history, perspective and future. In Lane, L.J. (Ed). Proceedings of the rainfall simulators workshop, Tucson Arizona. Society for Range. Denver Colorado.
  15. Renard, K.G., G.R. Foster, G.A. Weesies, D.K. McCool, D.C. Yoder (1997). Predicting soil erosion by water: A guide to conservation planning with the Revised Universal Soil Loss Equation (RUSLE). Agriculture Handbook No. 703. USDA-ARS
  16. Van Rijn, L. C. (1993). Principles of sediment transport in rivers, estuaries and coastal seas (Vol. 1006, pp. 11-3). Amsterdam: Aqua publications.
  17. Vercruysse, K., Grabowski, R. C., & Rickson, R. J. (2017). Suspended sediment transport dynamics in rivers: Multi-scale drivers of temporal variation. Earth-Science Reviews, 166, 38-52.
  18. Wischmeier, W.H. (1974). New developments in estimating water erosion. In Proceedings of 29th Annual Meetings of Soil Science Society of America. Madison, Wisconsin.
  19. Wischmeier, W.H. and Smith, D.D. (1978). Predicting Rainfall Erosion Losses: A Guide to Conservation Planning. USDA Agricultural Handbook No. 537.
  20. Wu, W., Wang, S. S., & Jia, Y. (2000). Nonuniform sediment transport in alluvial rivers. Journal of hydraulic research, 38(6), 427-434.
  21. Zhihua, S. H. I., Ling, W. A. N. G., Qianjin, L. I. U., Hanyu, Z. H. A. N. G., Xuan, H. U. A. N. G., & Nufang, F. A. N. G. (2018). Soil erosion: from comprehensive control to ecological regulation. Bulletin of Chinese Academy of Sciences (Chinese Version), 33(2), 198-205.