Seasonal behaviour of tidal damping and residual water level slope in the Yangtze River estuary: identifying the critical position and river discharge for maximum tidal damping

被引:23
作者
Cai, Huayang [1 ,2 ,3 ,6 ]
Savenije, Hubert H. G. [4 ]
Garel, Erwan [5 ]
Zhang, Xianyi [1 ,2 ,3 ]
Guo, Leicheng [6 ]
Zhang, Min [7 ]
Liu, Feng [1 ,2 ,3 ]
Yang, Qingshu [1 ,2 ,3 ]
机构
[1] Sun Yat Sen Univ, Inst Estuarine & Coastal Res, State & Local Joint Engn Lab Estuarine Hydraul Te, Sch Marine Engn & Technol, Guangzhou, Peoples R China
[2] Guangdong Prov Engn Res Ctr Coasts Isl & Reefs, Guangzhou, Peoples R China
[3] Southern Marine Sci & Engn Guangdong Lab Zhuhai, Zhuhai, Peoples R China
[4] Delft Univ Technol, Fac Civil Engn & Geosci, Dept Water Management, Delft, Netherlands
[5] Univ Algarve, Ctr Marine & Environm Res CIMA, Faro, Portugal
[6] East China Normal Univ, State Key Lab Estuarine & Coastal Res, Shanghai, Peoples R China
[7] Shanghai Normal Univ, Dept Geog, Shanghai, Peoples R China
基金
中国国家自然科学基金;
关键词
D O I
10.5194/hess-23-2779-2019
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
As a tide propagates into the estuary, river discharge affects tidal damping, primarily via a friction term, attenuating tidal motion by increasing the quadratic velocity in the numerator, while reducing the effective friction by increasing the water depth in the denominator. For the first time, we demonstrate a third effect of river discharge that may lead to the weakening of the channel convergence (i.e. landward reduction of channel width and/or depth). In this study, monthly averaged tidal water levels (2003-2014) at six gauging stations along the Yangtze River estuary are used to understand the seasonal behaviour of tidal damping and residual water level slope. Observations show that there is a critical value of river discharge, beyond which the tidal damping is reduced with increasing river discharge. This phenomenon is clearly observed in the upstream part of the Yangtze River estuary (between the Maanshan and Wuhu reaches), which suggests an important cumulative effect of residual water level on tide-river dynamics. To understand the underlying mechanism, an analytical model has been used to quantify the seasonal behaviour of tide-river dynamics and the corresponding residual water level slope under various external forcing conditions. It is shown that a critical position along the estuary is where there is maximum tidal damping (approximately corresponding to a maximum residual water level slope), upstream of which tidal damping is reduced in the landward direction. Moreover, contrary to the common assumption that larger river discharge leads to heavier damping, we demonstrate that beyond a critical value tidal damping is slightly reduced with increasing river discharge, owing to the cumulative effect of the residual water level on the effective friction and channel convergence. Our contribution describes the seasonal patterns of tide-river dynamics in detail, which will, hopefully, enhance our understanding of the nonlinear tide-river interplay and guide effective and sustainable water management in the Yangtze River estuary and other estuaries with substantial freshwater discharge.
引用
收藏
页码:2779 / 2794
页数:16
相关论文
共 53 条
  • [1] Effect of river discharge and geometry on tides and net water transport in an estuarine network, an idealized model applied to the Yangtze Estuary
    Alebregtse, N. C.
    de Swart, H. E.
    [J]. CONTINENTAL SHELF RESEARCH, 2016, 123 : 29 - 49
  • [2] Subtidal water level variation controlled by river flow and tides
    Buschman, F. A.
    Hoitink, A. J. F.
    van der Vegt, M.
    Hoekstra, P.
    [J]. WATER RESOURCES RESEARCH, 2009, 45
  • [3] Analytical approach for predicting fresh water discharge in an estuary based on tidal water level observations
    Cai, H.
    Savenije, H. H. G.
    Jiang, C.
    [J]. HYDROLOGY AND EARTH SYSTEM SCIENCES, 2014, 18 (10) : 4153 - 4168
  • [4] Linking the river to the estuary: influence of river discharge on tidal damping
    Cai, H.
    Savenije, H. H. G.
    Toffolon, M.
    [J]. HYDROLOGY AND EARTH SYSTEM SCIENCES, 2014, 18 (01) : 287 - 304
  • [5] Impacts of Three Gorges Dam's operation on spatial-temporal patterns of tide-river dynamics in the Yangtze River estuary, China
    Cai, Huayang
    Zhang, Xianyi
    Zhang, Min
    Guo, Leicheng
    Liu, Feng
    Yang, Qingshu
    [J]. OCEAN SCIENCE, 2019, 15 (03) : 583 - 599
  • [6] Impact of River-Tide Dynamics on the Temporal-Spatial Distribution of Residual Water Level in the Pearl River Channel Networks
    Cai, Huayang
    Yang, Qingshu
    Zhang, Zihao
    Guo, Xiaojuan
    Liu, Feng
    Ou, Suying
    [J]. ESTUARIES AND COASTS, 2018, 41 (07) : 1885 - 1903
  • [7] Analytical approach for determining the mean water level profile in an estuary with substantial fresh water discharge
    Cai, Huayang
    Savenije, Hubert H. G.
    Jiang, Chenjuan
    Zhao, Lili
    Yang, Qingshu
    [J]. HYDROLOGY AND EARTH SYSTEM SCIENCES, 2016, 20 (03) : 1177 - 1195
  • [8] A predictive model for salt intrusion in estuaries applied to the Yangtze estuary
    Cai, Huayang
    Savenije, Hubert H. G.
    Zuo, Shuhua
    Jiang, Chenjuan
    Chua, Vivien P.
    [J]. JOURNAL OF HYDROLOGY, 2015, 529 : 1336 - 1349
  • [9] Influence of River Discharge and Dredging on Tidal Wave Propagation: Modaomen Estuary Case
    Cai, Huayang
    Savenije, Hubert H. G.
    Yang, Qingshu
    Ou, Suying
    Lei, Yaping
    [J]. JOURNAL OF HYDRAULIC ENGINEERING, 2012, 138 (10) : 885 - 896
  • [10] A new analytical framework for assessing the effect of sea-level rise and dredging on tidal damping in estuaries
    Cai, Huayang
    Savenije, Hubert H. G.
    Toffolon, Marco
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 2012, 117