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Long-Term Impact of Sediment Deposition and Erosion on Water Surface Profiles in the Ner River

机译:沉积物和侵蚀对内尔河水面剖面的长期影响

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The purpose of the paper is to test forecasting of the sediment transport process, taking into account two main uncertainties involved in sediment transport modeling. These are: the lack of knowledge regarding future flows, and the uncertainty with respect to which sediment transport formula should be chosen for simulations. The river reach chosen for study is the outlet part of the Ner River, located in the central part of Poland. The main characteristic of the river is the presence of an intensive morphodynamic process, increasing flooding frequency. The approach proposed here is based on simulations with a sediment-routing model and assessment of the hydraulic condition changes on the basis of hydrodynamic calculations for the chosen characteristic flows. The data used include Digital Terrain Models (DTMs), cross-section measurements, and hydrological observations from the Dabie gauge station. The sediment and hydrodynamic calculations are performed using program HEC-RAS 5.0. Twenty inflow scenarios are of a 10-year duration and are composed on the basis of historical data. Meyer-Peter and Müller and Engelund-Hansen formulae are applied for the calculation of sediment transport intensity. The methodology presented here seems to be a good tool for the prediction of long-term impacts on water surface profiles caused by sediment deposition and erosion.
机译:本文的目的是考虑到泥沙输送模型涉及的两个主要不确定因素,以测试泥沙输送过程的预测。它们是:缺乏关于未来流量的知识,以及在模拟中应该选择哪种沉积物输送公式的不确定性。选择进行研究的河段是位于波兰中部的内尔河的出口。河流的主要特征是强烈的形态动力学过程的存在,洪水频率增加。这里提出的方法是基于具有泥沙淤积模型的模拟,并基于针对选定特征流的流体动力学计算来评估水力状况的变化。所使用的数据包括数字地形模型(DTM),横截面测量以及大别水准仪站的水文观测。使用程序HEC-RAS 5.0进行沉积物和水动力计算。二十种流入情景的持续时间为10年,是根据历史数据构成的。 Meyer-Peter和Müller以及Engelund-Hansen公式用于计算泥沙输送强度。此处介绍的方法似乎是预测沉积物沉积和侵蚀对水面轮廓长期影响的良好工具。

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