一二維水動力-管網耦合內澇模型構建技術及應用
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廣西重點研發計劃項目(桂科AB22080101)、河北省資源環境災變機理及風險監控重點實驗室開放基金( FZ248101)資助


One/Two-Dimensional Hydrodynamic-Pipe Network Coupled Flooding Model Construction Technology and Application
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    摘要:

    在全球氣候變暖和城市化發展的雙重影響下,城市極端降雨事件頻發。利用數字高程模型數據、土地利用數據、遙感影像數據、興趣點POI數據、實測降水數據,構建江蘇省鹽城市建湖高新區的一二維水動力-管網耦合內澇模型,其中一維水動力圖層包括河道中心線、河道斷面、流量邊界、開邊界,共設置68個河道斷面,平均斷面間隔為260 m;通過網格化剖分,將地表高程數據賦值網格節點,搭建網格化二維地形模型,實現積澇狀況可視化數值模擬。以兩場實測降雨過程對模型進行檢驗,在此基礎上,分別模擬5年、10年、20年、30年、50年和100年重現期降雨量下的內澇地表積水深度和空間分布特點,以特別嚴重內澇、嚴重內澇、中度內澇、一般性內澇進行分級,繪制積澇等級分布圖,結果表明:不同重現期下,高新區水深主要分布在0.1~0.25 m,占總內澇風險面積50%左右。100年一遇情景下,商務住宅受暴雨積澇影響最為嚴重,受影響占比38.4%;交通設施、醫療保健類公共設施次之,受影響占比28.5%;科教文化、公司企業類公共設施受影響較小,分別為14.2%和19.8%。評估結果能夠為高新開發區建設與洪澇防治規劃提供科學參考依據。

    Abstract:

    With the rapid and intensive development of high-tech industrial development zones, they become more sensitive to environmental factors, especially extreme climate events. Under the dual influences of global warming and urbanisation, extreme rainfall events occur frequently in cities, and urban inland inundation poses a significant threat to development zones. Using digital elevation model data, land use data, remote sensing image data, POI data, and measured precipitation data, a one-dimensional and two-dimensional hydrodynamic-pipe network coupling inland inundation model for Jianhu High-tech Zone is constructed. The one-dimensional hydrodynamic layer includes river centre lines, river sections, flow boundaries, and open boundaries, with a total of 68 river sections set up at an average interval of 260 metres. Through grid subdivision, the surface elevation data are assigned to grid nodes to build a gridded two-dimensional terrain model, simulating the evolution of two-dimensional hydrodynamic forces. The grid subdivision is based on research needs, with grid refinement in areas near the river channel and sparse grid in areas away from the river channel to improve model simulation accuracy and efficiency. A total of 8345 triangular grids are divided. After parameter calibration, the model achieves visual numerical simulation of inland inundation conditions. The model is tested using two measured rainfall processes. The model simulation results are consistent with the actual inland inundation conditions. Based on this, the evolution process and distribution characteristics of inland inundation under extreme rainstorm conditions are analysed. Based on the constructed urban inland inundation numerical simulation model, the surface water depth and spatial distribution characteristics of inland inundation under five-year, ten-year, twenty-year, thirty-year, fifty-year, and one-hundred-year return periods are simulated, with severe inland inundation, moderate inland inundation, and general inland inundation classified. The distribution map of inland inundation grades is drawn. The results show that under different return periods, the water depth in the high-tech zone mainly distributes between 0.1 and 0.25 metres, accounting for about 50% of the total inland inundation risk area. Under the scenario of a 100-year return period, commercial residential buildings are mostly affected by heavy rainfall, accounting for 38.4% of the affected area. Transportation facilities and public facilities for healthcare are the next, accounting for 28.5% of the affected area. Public facilities for science and education, culture, and companies are less affected, accounting for 14.2% and 19.8% of the affected area respectively. The evaluation results can provide a scientific reference for the construction and flood prevention planning of high-tech zones.

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陳劍飛,信佳岑,薛豐昌.一二維水動力-管網耦合內澇模型構建技術及應用[J].氣象科技,2024,52(6):879~889

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  • 收稿日期:2023-09-02
  • 定稿日期:2024-10-16
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  • 在線發布日期: 2024-12-25
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