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首页> 外文期刊>Journal of hydrologic engineering >A 1D-2D Coupled Hydrodynamic Model for River Flood Prediction in a Coastal Urban Floodplain
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A 1D-2D Coupled Hydrodynamic Model for River Flood Prediction in a Coastal Urban Floodplain

机译:沿海城市洪泛区河流洪水预报的一维二维耦合水动力模型

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摘要

In this work, a one dimensional-two dimensional (1D-2D) coupled hydrodynamic model is developed for prediction of water levels in the lower Tapi River and its coastal urban floodplain (Surat city in Gujarat, India). A one-dimensional (1D) hydrodynamic model, calibrated for the 1998 flood, is coupled with a two-dimensional (2D) hydrodynamic model of an urban floodplain with due consideration of the upstream (releases from Ukai reservoir) and downstream (tidal level of the sea) boundary conditions. The resistance coefficient for the floodplain is estimated using satellite imagery based on the land use and land cover pattern. The coupled hydrodynamic model is validated with independent data for flooding in the year 2006 and is used to develop a stage-discharge curve along the lower Tapi River for computation of the stream power during the flood. The methodology for river flood prediction on a coastal urban floodplain using the 1D-2D coupled hydrodynamic model is generic and can be applied to similar geographical conditions.
机译:在这项工作中,开发了一个一维二维(1D-2D)耦合水动力模型,用于预测塔皮河下游及其沿海城市洪泛区(印度古吉拉特邦的苏拉特市)的水位。针对1998年洪水进行了校准的一维(1D)水动力模型与城市洪泛区的二维(2D)水动力模型相结合,同时适当考虑了上游(Ukai水库的泄洪)和下游(潮汐水位)。海)边界条件。洪泛区的抵抗系数是根据土地利用和土地覆盖格局使用卫星图像估算的。耦合水动力模型已通过独立数据进行了2006年洪水的验证,并用于绘制塔皮河下游的水位流量曲线,以计算洪水期间的水流功率。使用1D-2D耦合水动力模型对沿海城市洪泛区进行洪水预测的方法是通用的,可以应用于相似的地理条件。

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