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Abstract
The training effectiveness of the lower Yellow River (LYR) depends on the understanding of the regularity of flow-sediment transport and riverbed sedimentation. The measured data of daily flow discharge and sediment transport rate at the five hydrological stations (Xiaolangdi [Xld], Huayuankou [Hyk], Gaocun [Gc], Aishan [As], and Lijin [Lj]) in the LYR during the period from 1960 to 2017 are used to investigate the regularity of flow-sediment transport and sedimentation in the LYR. The Xld station is used as the inlet control station, and the LYR is divided into four segments using four other stations, and the whole year is divided into three periods, namely, the dry season, the flood period, and the nonflood period of the wet season. On this basis, the relationships between the sediment transport rates at the four stations (Hyk, Gc, As, and Lj) and the rates at their respective closest upstream stations are analyzed in each of the three periods. According to the incoming sediment coefficient of the Xld station, the flow and sediment processes in the three periods are classified, and the refined equations for the relationship between the sediment transport rates at the downstream station and its upstream station are established. The results show that the calculated amount and process of erosion and deposition in each period and each segment of the LYR using the equations are in good agreement with the measured values. The relationship equations established in this study can conveniently predict the amount of erosion and deposition in different periods and different segments of the LYR in the future, which is of great significance to the rapid decision of the impact of the construction and operation of hydraulic projects in the upper and middle reaches of the Yellow River on the sedimentation in the LYR.
Keywords
sediment transport rate
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sedimentation
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the incoming sediment coefficient
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the lower Yellow River
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Zhao Zheng, Qingchao Guo, Anjun Deng, Dangwei Wang.
Study on the regularities of flow-sediment transport and sedimentation in the lower Yellow River.
River, 2024, 3(3): 245-259 DOI:10.1002/rvr2.91
| [1] |
Fei, X. J. (2005). Characteristics of sediment transport of low sediment floods in the lower Yellow River and nondeposit discharge for the lower reach (in Chinese). Journal of Sediment Research, (4), 30–34.
|
| [2] |
Fu, X., Jiang, L., Wu, B., Hu, C., Wang, G., & Fei, X. (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.
|
| [3] |
Guo, Q., Zheng, Z., Huang, L., & Deng, A. (2020). Regularity of sediment transport and sedimentation during floods in the lower Yellow River, China. International Journal of Sediment Research, 35(01), 97–104.
|
| [4] |
Guo, S., Sun, D., Jiang, E., & Li, P. (2015). Equilibrium sediment transport in lower Yellow River during later sediment-retaining period of Xiaolangdi reservoir. Water Science and Engineering, 8(1), 78–84.
|
| [5] |
Hu, C., Chen, J., & Guo, Q. (2012). Shaping and maintaining a medium-sized main channel in the lower Yellow River. International Journal of Sediment Research, 27(3), 259–270.
|
| [6] |
Hu, C., & Zhang, Z. (2015). The research of mechanism of constructing riverbed and index of flow and sediment of floodwater in the lower Yellow River (in Chinese). Scientia Sinica Technologica, 45(10), 1043–1051.
|
| [7] |
Li, W. W., Fu, X. D., & Wu, B. S. (2013). Influences of non-flood-season flow and sediment load on bankfull discharge in lower Yellow River (in Chinese). Journal of Hydroelectric Engineering, 32(1), 132–138.
|
| [8] |
Li, X. J., Xia, J. Q., Li, J., & Zhang, X. L. (2015). Variation in bankfull channel geometry in the LYR undergoing continuous aggradation and degradation (in Chinese). Advanced Engineering Sciences, 47(1), 97–104.
|
| [9] |
Li, X. P., Li, W. X., & Li, Y. (2007). Analysis of erosion efficiency and adjustment of flood in the lower Yellow River during the storage periods (in Chinese). Advances in Water Science, 18(1), 44–51.
|
| [10] |
Li, X. P., Liu, X. Y., & Li, Y. (2016). Study on erosion and deposition trend in the future in the lower Yellow River (in Chinese). Journal of Yellow River, 38(9), 1–7.
|
| [11] |
Li, Y. F., Zhu, C. P., Zhu, C., & Ren, Y. F. (2010). Law of scour and fill of channel in the lower Yellow River during major flood (in Chinese). Journal of Yellow River, 32(12), 35–37.
|
| [12] |
Liang, Z. Y., Liu, J. X., & Zhang, H. J. (2004). Study on critical conditions of scour- and -siltation in flood seasons in the lower Yellow River. Journal of China Institute of Water Resources and Hydropower Research, 2(2), 146–150.
|
| [13] |
Liu, J. X., Gao, G. M., Zeng, Q., & Zhang, H. J. (2000). Study on characteristics of sediment transport and sedimentation in the lower Yellow River (in Chinese). Journal of Yellow River, 22(8), 11–12.
|
| [14] |
Liu, W., Wang, S., Sang, Y. F., Ran, L., & Ma, Y. (2021). Effects of large upstream reservoir operations on cross-sectional changes in the channel of the lower Yellow River reach. Geomorphology, 387, 107768.
|
| [15] |
Ni, J. R., Liu, X. Y., Li, T. H., Zhao, Y. A., & Jin, L. (2004). Efficiency of sediment transport by flood and its control in the lower Yellow River. Science in China Series E Engineering & Materials Science, 47(Suppl 1), 173–185.
|
| [16] |
Shi, W., Wang, G. Q., & Shao, X. J. (2003). Influence of discharge variation on fluvial process of the lower Yellow River (in Chinese). Journal of Hydraulic Engineering, 34(5), 74–77.
|
| [17] |
Wu, B. S., & Sheng, G. Q. (2008). Discussion on the physical meaning of incoming sediment coefficient (in Chinese). Journal of Yellow River, 30(4), 15–16.
|
| [18] |
Wu, B. S., & Zhang, Y. Y. (2011). Calculation of volume of scour/deposition during a separate flood based on BP neural network (in Chinese). Journal of Sediment Research, (1), 8–14.
|
| [19] |
Xu, J. X. (1997). Empirical statistical relations of sediment deposition in the lower Yellow River (in Chinese). Geographical Research, 16(1), 23–30.
|
| [20] |
Xu, J. X. (2002). Study on sediment transport in the lower Yellow River during flood period. advances in water. (in Chinese) Science, 13(5), 562–568.
|
| [21] |
Xu, J. X. (2004). Sediment transferring function of the lower Yellow River as influenced by discharge and sediment load conditions (in Chinese). Acta Geographica Sinica, 24(3), 275–280.
|
| [22] |
Xu, J. X. (2009a). Sediment transport efficiency of floods in the lower Yellow River in relation with water-sediment combination and channel geometry (in Chinese). Journal of Sediment Research, (4), 45–50.
|
| [23] |
Xu, J. X. (2009b). Study on high-efficient sediment-transporting floods in the lower Yellow River (in Chinese). Journal of Sediment Research, (6), 54–59.
|
| [24] |
Yan, J., Wang, Y. H., Wang, J., Gao, S. J., & Wang, F. (2009). Influence of silt-discharge condition of the lower Yellow River to the scour and fill of the channel (in Chinese). Journal of Yellow River, 31(3), 17–19.
|
| [25] |
Yuan, J. D., Xing, H. F., & Li, Y. J. (2009). Study on the change law of sediment-transport water volume in the lower Yellow River during the silt stable period (in Chinese). Water Power, 35(7), 14–16.
|
| [26] |
Zhang, X. L., Xia, J. Q., & Wang, Z. H. (2018). Influence of different flood hydrographs on riverbed erosion and deposition in braided reach of lower Yellow River. (in Chinese) Journal of Hydroelectric Engineering, 37(6), 74–83.
|
| [27] |
Zhao, H. X., Chen, J. G., Chen, J. W., & Li, Y. B. (1997). On the water volume required for transporting sediment and the fluvial processes in the lower Yellow River (in Chinese). Journal of Sediment Research, (3), 57–61.
|
| [28] |
Zheng, Z., Guo, Q. C., Huang, L. M., & Deng, A. J. (2020). Study on regularity of sediment transport and sedimentation in the lower Yellow River during November to May next year (in Chinese). Journal of China Institute of Water Resources and Hydropower Research, 18(2), 95–103.
|
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2024 The Author(s). River published by Wiley-VCH GmbH on behalf of China Institute of Water Resources and Hydropower Research (IWHR).