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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

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Academic year: 2020

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Figure

Figure 1. Sketch map of the Yangtze River basin (a) and the Yangtze River estuary (b) displaying the location of gauging (triangle) andhydrological (circle) stations.
Table 1. Dimensionless parameters adopted in the analytical modelfor tide–river dynamics.
Figure 3. Scatterplot and liner regression line of tidal damping rate,Yangtze River estuary as a function of river discharge observed at the DT hydrological station
Figure 5. Comparison of analytically computed tidal amplitude, η, (a) and residual water level, Z, (b) against the observations in the YangtzeRiver estuary during the study period (2003–2014).
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