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Tank Model for Sediment Yield

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  • Y. Lee
  • V. Singh

Abstract

A tank model consisting of three tanks was developed for prediction of runoff and sediment yield. The sediment yield of each tank was computed by multiplying the total sediment yield by the sediment yield coefficients; the yield was obtained by the product of the runoff of each tank and the sediment concentration in the tank. The sediment concentration of the first tank was computed from its storage and the sediment concentration distribution (SCD); the sediment concentration of the next lower tank was obtained by its storage and the sediment infiltration of the upper tank; and so on. The SCD, caused by the incremental source runoff (or the effective rainfall), was obtained by the theory of the instantaneous unit sediment graph (IUSG) and a sediment routing function. Using the SCD, the sediment yield was computed from the tank model as well as by the IUSG model. The sediment yield obtained from the tank model was then compared with that from the IUSG model. Finally, the tank model was verified on an upland watershed in northwestern Mississippi. Copyright Springer Science + Business Media, Inc. 2005

Suggested Citation

  • Y. Lee & V. Singh, 2005. "Tank Model for Sediment Yield," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 19(4), pages 349-362, August.
    • Handle: RePEc:spr:waterr:v:19:y:2005:i:4:p:349-362
    DOI: 10.1007/s11269-005-7998-y
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    Citations

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    Cited by:

    1. Pradeep Bhunya & S. Jain & P. Singh & S. Mishra, 2010. "A Simple Conceptual Model of Sediment Yield," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 24(8), pages 1697-1716, June.
    2. Jiang Wu & Jianzhong Zhou & Lu Chen & Lei Ye, 2015. "Coupling Forecast Methods of Multiple Rainfall–Runoff Models for Improving the Precision of Hydrological Forecasting," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 29(14), pages 5091-5108, November.
    3. Shin-jen Cheng, 2011. "The best relationship between lumped hydrograph parameters and urbanized factors," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 56(3), pages 853-867, March.
    4. Shin-Jen Cheng & Huey-Hong Hsieh & Cheng-Feng Lee & Yu-Ming Wang, 2008. "The storage potential of different surface coverings for various scale storms on Wu-Tu watershed, Taiwan," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 44(1), pages 129-146, January.
    5. Shin-jen Cheng & Cheng-feng Lee & Ju-huang Lee, 2010. "Effects of Urbanization Factors on Model Parameters," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 24(4), pages 775-794, March.
    6. Shin-Jen Cheng, 2010. "Generation of Runoff Components from Exponential Expressions of Serial Reservoirs," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 24(13), pages 3561-3590, October.
    7. Dereje Birhanu & Hyeonjun Kim & Cheolhee Jang & Sanghyun Park, 2018. "Does the Complexity of Evapotranspiration and Hydrological Models Enhance Robustness?," Sustainability, MDPI, vol. 10(8), pages 1-34, August.

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