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Hydraulic and sediment transport simulation of Koiliaris River using the MIKE 21C model

机译:使用MIKE 21C模型的Koiliaris河流液压和沉积物仿真

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The objective of this work is the simulation of the water depth, flow velocity and sediment transport in the downstream part of the Koiliaris River (Crete - Greece). The two-dimensional hydraulic model MIKE 21C is used, which has been developed specifically to simulate 2D flows and morphological changes in rivers. The model is based on an orthogonal curvilinear grid and comprises two parts: (a) the hydrodynamic part which is based on the Saint-Venant equations and (b) the morphological change part for the sediment transport. The curvilinear grid and bathymetry files were generated using a very high resolution DEM (1 m × 1 m). Time series discharge data from a hydrometric station and a 2D map of initial surface water elevation were also introduced as input parameters in the hydrodynamic part of the model. Regarding the sediment transport model, field measurements of the sediment characteristics and the suspended sediment concentration were used. The model was calibrated and verified using water level field data and sediment concentration data that were collected during high and low flow discharges. Model simulation was in good agreement with field observations as indicated by a variety of statistical measures. The results of the model were 2D maps of flow velocity, water depth, sediment transport and bed level changes. Using the obtained simulation results, extreme hydrological events such as droughts or floods transporting large sediment loads, can be monitored in the study area.
机译:这项工作的目的是模拟Koiliaris河(Crete-Greece)的下游部分中的水深,流速和沉积物运输。使用二维液压模型迈克21c,其专门开发用于模拟河流的2D流动和形态变化。该模型基于正交曲线网格,并包括两个部分:(a)基于圣文鸣方程的流体动力部分和(b)沉积物传输的形态变化部分。使用非常高分辨率的DEM(1米×1米)产生曲线网格和浴曲程文件。时间序列来自初始表面水高度的初始表面水升高的2D地图的排出数据作为模型的流体动力部分中的输入参数。关于沉积物传输模型,使用了沉积物特性的田间测量和悬浮沉积物浓度。使用在高流量放电期间收集的水位现场数据和沉积物浓度数据进行校准并验证模型。模型模拟与各种统计措施所示的现场观察良好。该模型的结果是2D流速,水深,沉积物运输和床位变化的图。使用所获得的模拟结果,可以在研究区域监测出现大沉积物负荷的干旱或洪水等极端水文事件。

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