Submerged line tracking method for flood evolution simulation in complicated river channel landform area
A technology of river basin flood evolution and submerged line, which is applied in the field of river flood evolution visualization, can solve problems such as inconsistency in spatial behavior, real-time flood submersion and advancement of evolution process, difficulty in dynamic simulation, and reduced practical value of flood evolution simulation system, so as to achieve dynamic recognition effect
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Embodiment 1
[0042] This embodiment is a submerged line tracking method for virtual simulation of water flow evolution in complex river topography. The content of the method described in this embodiment includes: 1. The generation process of the multi-resolution grid subdivision model of the digital river channel; 2. The flood evolution of the watershed The modeling and calculation of the simulation forecast model of the state; 3. The precise search method of the submerged boundary of the complex river topography; 4. The dynamic identification of the submerged area of the river basin flood evolution. The overall technical process is as figure 1 shown.
[0043] 1. The generation process of the digital river multi-resolution grid subdivision model:
[0044] (1) Steps to obtain the river regime line of the river:
[0045] According to the distribution and characteristics of river water bodies in the study area, one or more satellite remote sensing data sources from GF-1, GF-2, Landsat TM / ...
Embodiment 2
[0108] This embodiment is an improvement of the first embodiment, and is a refinement of the steps of the first embodiment regarding the calculation of the coordinates of the submerged line points between adjacent cross sections. The connection surface generalized in the step of calculating the coordinates of submerged line points between adjacent cross-sections in this embodiment is a folding surface composed of two triangular inclined planes.
[0109] by figure 2 with image 3 Combined, the water surface between adjacent sections can be generalized into a surface composed of two triangles, indicating that the adjacent section S 1 and S 2 Searches between submerged lines.
[0110] According to S 1 The position of the section, determine the triangular unit it may pass through; then according to the section S 2 Determine the triangle elements it passes through. Downstream Section S 1 The two water surface points and the upstream section S 2 A water surface point of , c...
Embodiment 4
[0112] This embodiment is an improvement of the first embodiment, and is a refinement of the steps of the first embodiment regarding the calculation of the coordinates of the submerged line points between adjacent cross sections. The connection surface generalized in the step of calculating the coordinates of submerged line points between adjacent cross-sections in this embodiment is a folded surface composed of an inclined plane and a horizontal plane.
[0113] This embodiment is a supplement to Embodiment 1. In the river boundary search method based on simulated forecast water level, except S 1 and S 2 In addition to being generalized into two triangular oblique planes, the sections can also be generalized into an oblique plane and a horizontal plane, so that figure 2 to illustrate. From upstream section S 1 Nearest downstream section S 2 starting point P 9 Lead out the auxiliary section S parallel to the upstream section 2 ′, section S 1 and S 2 ’ On the same space...
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