Design method of tidal river flood control and tidal protection coastline
A technology for river channels and floods, which is applied in the field of tidal river flood control and tidal protection coastline formulation, can solve the problems that the model is difficult to be accurately verified, and achieve the effects of ensuring flood discharge capacity, enriching environmental conditions, and clear physical concepts
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Embodiment 1
[0026] Taking the shoreline from Houguan Sluice to Bishuiqinwan in the lower reaches of the Minjiang River in Fuzhou as an example of this implementation, the formulation method considers the dual effects of floods and tidal currents, especially the long-term effects of tidal currents, and formulates a method for formulating flood and tidal prevention coastlines, including the following Step, with reference to the hydrological data in previous years, establish a physical model and a mathematical model of the river course, the mathematical model includes a two-dimensional mathematical model, a three-dimensional mathematical model, and the physical model of the river course includes three levels of flow tests of flood, medium and dry; The model is coupled with the two-dimensional mathematical model and the three-dimensional mathematical model. The physical-numerical coupling is embodied in the following three aspects: ① simulate hydraulic boundary conditions, and use the two-dimen...
Embodiment 2
[0073] The modified coastline of Changle Huangshi to Yanshan section in Sanjiangkou District, the intersection of Minjiang River and Beigang, is used as this embodiment. The flood standard adopts a 100-year flood, and the discharge flow of the Shuikou Dam is 35,700m 3 / s, the corresponding Dazhangxi discharge flow is 3000m 3 / s, the flood process is 7 days, considering that the embankments on both sides of the lower reaches of the Minjiang River do not overflow, and considering that the Shuikou Dam discharges 308m in the dry season 3 / s, the tidal level of the East China Sea adopts the 7-day process corresponding to the multi-year average high tide level at Meihua Station from April to July. Two working conditions are considered for the flood tide combination in the flood season: (1) The upper boundary condition is the 100-year flood process, and the flood peak meets the high tide level when it reaches the revised area of the Changle coastline. (2) The upper boundary condi...
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