河道阻塞对行洪能力影响数值模拟研究

    Numerical simulation on impact of river blockage on flood discharge capacity

    • 摘要: 为定量探究堵塞体拥堵河道引起的洪泛区淹没情况,以陕西省灞河上游河段为例,基于二维水动力模型模拟了不同流量及堵塞工况下堵塞体上下游水流运动,并计算了淹没水深、淹没范围等。结果表明:垂向堵塞后堵塞位置的上游水深会急剧增大,上游断面流速显著减小,在洪峰流量为127 m3/s的工况下,垂向堵塞率100%时上游水深、淹没面积达到未堵塞时的2.36和12.36倍。随着垂向堵塞率的增加,上下游水深差距增大,且该河段垂向堵塞率达到50%以上后,淹没面积会骤增,垂向堵塞率75%时淹没面积较堵塞率50%时增加83.43%;横向堵塞河道时,其上游断面水深增长较缓。此外,与“垂向堵塞率50%+横向堵塞率50%”这一基准工况相比,大流量工况下改变垂向堵塞率,其上游断面水深及淹没面积变化更为显著,而小流量工况下横向堵塞更易造成较大淹没面积。因阻塞河道而造成的淹没范围有限,受影响的河段长度约占总长度22%。研究结果可为类似河流复杂洪水演进分析及减小洪水风险提供理论参考。

       

      Abstract: In order to quantitatively explore the inundation of the floodplain caused by the river channel blockage, taking the upper reaches of the Bahe River in Shaanxi Province as an example, based on the two-dimensional hydrodynamic model, the water flow movement in the upstream and downstream of the blocked body under different flow rates and different blocking conditions was simulated, and the submerged water depth and submerged range were calculated.The results show that after the vertical blockage, the upstream water depth of the blockage position will increase sharply, and the upstream cross-section velocity will decrease significantly.When the flood peak flow is 127 m3/s, the vertical blockage rate is 100%,the upstream water depth and submerged area are 2.36 and 12.36 times that of the unblocked condition.With the increasing of vertical blockage rate, the water depth difference between upstream and downstream increases, and when the vertical blockage rate of the river reaches more than 50%,the submerged area will increase sharply.When the vertical blockage rate is 75%,the submerged area will increase by 83.43% compared to that when the blockage rate is 50%.When the river is blocked horizontally, the water depth of the upstream section of the blocking body increases slowly.In addition, compared with the benchmark condition of vertical blockage rate 50% + horizontal blockage rate 5%,the water depth and submerged area of the upstream section change more significantly with the change of vertical blockage rate under large flow conditions, while the horizontal blockage is more likely to cause larger submerged area under small flow conditions.The submerged area caused by the river blocking is limited, and the length of the affected river section accounts for about 22% of the total length.The research results can provide theoretical reference for complex flood routing and flood risk reduction in similar rivers.

       

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