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Unsteady State Water Level Analysis for Discharge Hydrograph Estimation in Rivers with Torrential Regime: The Case Study of the February 2016 Flood Event in the Crati River, South Italy

机译:非恒定状态水位分析,用于河流在弯矩条件下的水文估算:以意大利南部克雷蒂河2016年2月洪水事件为例

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Discharge hydrograph estimation during floods, in rivers with torrential regime, is often based on the use of rating curves extrapolated from very low stage–discharge measurements. To get a more reliable estimation, a reverse flow routing problem is solved using water level data measured in two gauged stations several kilometers from each other. Validation of the previous analysis carried out on the flood event of February 2016 at the Europa Bridge and Castiglione Scalo sections of the Crati River (Cosenza, Italy) is based on the use of ‘soft’ discharge measurement data and the comparison of the water level data computed in the downstream gauged section by three different hydraulic models with the ‘hard’ available water level measures. Results confirm that the 1D diffusive model provides more reliable results than the 1D complete one and no significant improvement is gained by the use of a more computationally demanding 2D model.
机译:在洪流状态下的河流中,洪水期间的流量水位图估算通常基于从非常低的流量测量得出的额定曲线。为了获得更可靠的估计,使用在彼此相距几公里的两个计量站中测量的水位数据来解决逆流路由问题。对2016年2月在克雷蒂河(意大利科森扎)的欧罗巴大桥和Castiglione Scalo段的洪灾事件进行的先前分析的验证是基于使用“软”排放测量数据以及水位比较的结果由三个不同的水力模型通过“硬”可用水位测量值在下游测量段计算的数据。结果证实,一维扩散模型比一维完整模型提供了更可靠的结果,并且通过使用对计算要求更高的二维模型,没有得到明显的改善。

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