TY - JOUR
T1 - Impact of water sediment diversion and afflux on erosion deposition in the Luoshan Hankou reach, 1 middle Yangtze River, China
AU - Boyuan, Zhu
AU - Qin, Jianhao
AU - Li, Yitian
AU - Luo, Gexuanzi
AU - Xu, Qi
AU - Liu, Lingfeng
AU - Borthwick, Alistair
N1 - Funding Information:
This work was funded by the Natural Science Foundation of Hunan Province (Grant No. 2021JJ40607), the Scientific Research Foundation of Hunan Provincial Education Department (Grant No. 20B021) and the National Natural Science Foundation of China (Grants No. U2240224, 52071031, 51879198 and 52171245). The authors thank the Changjiang Water Resources Commission for providing hydrologic and terrain data. We are also grateful to the three anonymous reviewers for their insightful suggestions.
Funding Information:
This work was funded by the Natural Science Foundation of Hunan Province (Grant No. 2021JJ40607), the Scientific Research Foundation of Hunan Provincial Education Department (Grant No. 20B021) and the National Natural Science Foundation of China (Grants No. U2240224, 52071031, 51879198 and 52171245). The authors thank the Changjiang Water Resources Commission for providing hydrologic and terrain data. We are also grateful to the three anonymous reviewers for their insightful suggestions.
Publisher Copyright:
© 2022 Elsevier B.V.
PY - 2022/9
Y1 - 2022/9
N2 - It is not yet fully understood how water sediment diversion and afflux along a mainstream reach of a river affect erosion deposition in downstream reaches. This study focuses on the Luoshan Hankou mainstream reach of the middle Yangtze River, China. The Luoshan Hankou reach is vitally important for flood control, being located downstream of three diversion mouths and an afflux outlet along the Jingjiang reach. We establish empirical formulae for sediment transport rates at boundary cross sections, and hence estimate the amount and proportion of erosion deposition and its relative increase (termed erosion deposition promotion) in the Luoshan Hankou reach. We then propose critical net water supplies from Dongting Lake to Luoshan Hankou reach based on maxima and equilibria of erosion deposition and its promotion. It is found that net water supply partly drives erosion deposition in the Luoshan Hankou reach where maximal proportions of deposition and deposition promotion may be approximated by 0.01c 37.67 and 0.01c 37.67+c 1 in which c is a dimensionless parameter representing the erosion deposition condition in Luoshan Hankou reach for no water sediment exchange. At Zhicheng hydrological station, the critical ratio of net water supply to overall water discharge is 0.418c 33.33 1, and critical net water supply ratios for equilibria of erosion deposition and its promotion are 1 (or c 33.33 1) and 0 (or (0.06+ 1 1). A chart based on net water supply and c is devised representing four types of erosion deposition and its promotion for the Luoshan Hankou reach. Historical data over the past 65 years demonstrate that erosion deposition and its promotion in the reach are respectively governed by c and net water supply; there is a remarkable shift from alternate erosion deposition to monotonic erosion whilst the erosion deposition effect remains consistent. The foregoing are in agreement with observed data, and comparable with data for the Jingjiang reach (affected by the three water sediment diversion mouths). Satisfactory flood control conditions in the convergence zone between the Yangtze mainstream and Dongting Lake accompanied by increasing erosion in the Luoshan Hankou reach are predicted for the future.
AB - It is not yet fully understood how water sediment diversion and afflux along a mainstream reach of a river affect erosion deposition in downstream reaches. This study focuses on the Luoshan Hankou mainstream reach of the middle Yangtze River, China. The Luoshan Hankou reach is vitally important for flood control, being located downstream of three diversion mouths and an afflux outlet along the Jingjiang reach. We establish empirical formulae for sediment transport rates at boundary cross sections, and hence estimate the amount and proportion of erosion deposition and its relative increase (termed erosion deposition promotion) in the Luoshan Hankou reach. We then propose critical net water supplies from Dongting Lake to Luoshan Hankou reach based on maxima and equilibria of erosion deposition and its promotion. It is found that net water supply partly drives erosion deposition in the Luoshan Hankou reach where maximal proportions of deposition and deposition promotion may be approximated by 0.01c 37.67 and 0.01c 37.67+c 1 in which c is a dimensionless parameter representing the erosion deposition condition in Luoshan Hankou reach for no water sediment exchange. At Zhicheng hydrological station, the critical ratio of net water supply to overall water discharge is 0.418c 33.33 1, and critical net water supply ratios for equilibria of erosion deposition and its promotion are 1 (or c 33.33 1) and 0 (or (0.06+ 1 1). A chart based on net water supply and c is devised representing four types of erosion deposition and its promotion for the Luoshan Hankou reach. Historical data over the past 65 years demonstrate that erosion deposition and its promotion in the reach are respectively governed by c and net water supply; there is a remarkable shift from alternate erosion deposition to monotonic erosion whilst the erosion deposition effect remains consistent. The foregoing are in agreement with observed data, and comparable with data for the Jingjiang reach (affected by the three water sediment diversion mouths). Satisfactory flood control conditions in the convergence zone between the Yangtze mainstream and Dongting Lake accompanied by increasing erosion in the Luoshan Hankou reach are predicted for the future.
KW - Luoshan Hankou reach
KW - Dongting Lake
KW - water-sediment exchange
KW - erosion-deposition
KW - erosion-deposition promotion
U2 - 10.1016/j.jhydrol.2022.128110
DO - 10.1016/j.jhydrol.2022.128110
M3 - Article
SN - 0022-1694
VL - 612
JO - Journal of Hydrology
JF - Journal of Hydrology
IS - Part A
M1 - 128110
ER -