Volume 8 Issue 1
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Shao-lei GUO, Dong-po SUN, En-hui JIANG, Peng LI. 2015: Equilibrium sediment transport in lower Yellow River during later sediment-retaining period of Xiaolangdi Reservoir. Water Science and Engineering, 8(1): 78-84. doi: 10.1016/j.wse.2015.01.006
Citation: Shao-lei GUO, Dong-po SUN, En-hui JIANG, Peng LI. 2015: Equilibrium sediment transport in lower Yellow River during later sediment-retaining period of Xiaolangdi Reservoir. Water Science and Engineering, 8(1): 78-84. doi: 10.1016/j.wse.2015.01.006
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Equilibrium sediment transport in lower Yellow River during later sediment-retaining period of Xiaolangdi Reservoir

doi: 10.1016/j.wse.2015.01.006
  • 1.

    College of Water Conservancy, North China University of Water Resources and Electric Power, Zhengzhou 450011, P. R. China

  • 2.

    Yellow River Institute of Hydraulic Research, Zhengzhou 450003, P. R. China

  • 3.

    Yellow River Henan Bureau, Yellow River Conservancy Commission, Zhengzhou 450000, P. R. China

Funds:  This work was supported by the National Natural Science Foundation of China (Grants No. 51039004 and No. 51079055), the High-Level Personnel Research Start-Up Funds of North China University of Water Resources and Electric Power (Grant No. 201403), and the Science and Technology Research Project of the Education Department of Henan Province (Grant No. 14A570001).
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  • Corresponding author: Shao-lei GUO
  • Received Date: 2013-10-27
  • Rev Recd Date: 2014-11-19
    Abstract
  • The Xiaolangdi Reservoir has entered the later sediment-retaining period, and new sediment transport phenomena and channel re-establishing behaviors are appearing. A physical model test was used to forecast the scouring and silting trends of the lower Yellow River. Based on water and sediment data from the lower Yellow River during the period from 1960 to 2012, and using a statistical method, this paper analyzed the sediment transport in sediment-laden flows with different discharges and sediment concentrations in the lower Yellow River. The results show that rational water-sediment regulation is necessary to avoid silting in the later sediment-retaining period. The combination of 3 000 m3/s < Q < 4 000 m3/s and 20 kg/m3 < S < 60 kg/m3 (where Q is the discharge and S is the sediment concentration) at the Huayuankou section is considered an optimal combination for equilibrium sediment transport in the lower Yellow River over a long period of time.

     

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    • References(21)
  • Chen, J. G., Zhou, W. H., and Chen, Q. 2012. Reservoir sedimentation and transformation of morphology in the Lower Yellow River during 10 year’s initial operation of the Xiaolangdi Reservoir. Journal of Hydrodynamics, Ser. B, 24(6), 914-924.
    [doi: 10.1016/S1001-6058(11)60319-3]
    Fu, X. D., Jiang, L. W., Wu, B. S., Hu, C. H., Wang, G. Q., and Fei, X. J. 2010. Sediment delivery ratio and its uncertainties on flood event scale: Quantification for the Lower Yellow River. Science China-Technological Sciences, 53(3), 854-862.
    [doi: 10.1007/s11431-010-0054-z]
    Han, Q. W. 2004. Some rules of sediment transportation and deposition-scouring in the lower Yellow River. Journal of Sediment Research, (3), 1-13. (in Chinese)
    Han, Q. W. 2008. Huge sediment transporting capacity and trend of equilibrium of the lower Yellow River. Yellow River, 30(12), 1-3. (in Chinese)
    Han, Q. W. 2009. Enormous potentiality of a regulated discharge regime of the Yellow River. Yellow River, 31(6), 5-9. (in Chinese)
    Han, Q. W., and Guan, J. C. 2009. Analysis on multi-value of sediment-carrying capacity and characteristic of desilting as much as coming in the lower Yellow River. Yellow River, 31(3), 1-4. (in Chinese)
    Han, Q. W. 2011. Equilibrium trend of sediment transportation and river morphology. Journal of Sediment Research, (4), 1-14. (in Chinese)
    Hu, C. H., Chen, J. G., and Guo, Q. C. 2012. Shaping and maintaining a medium-sized main channel in the Lower Yellow River. International Journal of Sediment Research, 27(3), 259-270.
    [doi: 10.1016/S1001-6279(12)60034-1]
    Li, G. Y. 2004. Theory and practice of temporal and spatial dispatch of water and sediment in middle-lower reaches of Yellow River. Journal of Hydraulic Engineering, 35(8), 1-7. (in Chinese).
    Li, G. Y., and Sheng, L. X. 2011. Model of water-sediment regulation in Yellow River and its effect. Science China Technological Sciences, 54(4), 924-930.
    [doi: 10.1007/s11431-011-4322-3]
    Liang, Z. Y., Li, W. X., and Zhang, C. P. 2003. Critical discharge between scour and siltation in alluvial rivers. Journal of Hydroelectric Engineering, 26(3), 79-82. (in Chinese)
    Liang, Z. Y., Liu, J. X., and Zhang, H. J. 2004. Critical between scour and siltation for flood seasons in the lower Yellow River. Science and Technology Review, (8), 27-29. (in Chinese).
    Liang, Z. Y., Liu, J. X., and Zhang, H. J. 2005a. Relation between scour/siltation and flow/sediment combination for floods in the lower Yellow River. Journal of Hydroelectric Engineering, 24(2), 52-55. (in Chinese)
    Liang, Z. Y., Yang, L. F., and Feng, P. L. 2005b. Relations of channel geometry to water and sediment rate for the lower Yellow River. Journal of Hydroelectric Engineering, 24(6), 68-71. (in Chinese)
    Liu, J. X., Gao, G. M., Zeng, Q., and Zhang, H. J. 2000. Study on characteristics of scouring and deposition of lower channels of the Yellow River. Yellow River, 22(8), 11-12. (in Chinese)
    Peng, R. S. 2011. River training and equilibrium sediment transport of the lower Yellow River. Yellow River, 33(3), 3-7. (in Chinese)
    Xu, J. X. 2010. Fill-scour thresholds of lower Huanghe River influenced by channel shrinkage. Scientia Geographica Sinica, (3), 403-408. (in Chinese)
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