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Predicting possible effects of dams on downstream river bed changes of a Himalayan river with morphodynamic modelling

机译:用形态动力学模型预测大坝对喜马拉雅河下游河床变化的可能影响

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The effect of building large dams on downstream channel morphology was reported by several studies on the basis of historical gauged data on discharge, sediment load and channel cross-sections records for a number of large rivers in Asia. However, there has been a notable absence of scientific literature dealing with the prediction of such changes, particularly in the context of South Asia, through model building. Establishing a predictive framework will be an essential prerequisite for including the projected climate change scenarios within the ambit of this type of investigation. Thus, this study aims to investigate the role of dam construction on the downstream channel morphology of the River Teesta, an important tributary of the Brahmaputra River, with a morphodynamic model that considers the process of erosion, deposition and sediment transport. A differential GPS-aided survey, conducted in the pre-monsoon months of 2015, provided an accurate initial model geometry for Delft3D morphodynamic model. Actual discharge (Q) and suspended sediment concentration (SSC) records of monsoon 2015 were used as model inputs. Unlike the majorities of the studies that compared results of morphodynamic models with flume-based laboratory experiments, this investigation used field and satellite-based observations, collected during the monsoon of 2015, for the distributed model calibration and validation. The predicted channel bed at the end of the monsoon of 2015 was compared with spot heights surveyed during the same time with a low RMSE of 0.26 m. In order to predict the effect of dam construction in a medium-term, Delft3D was run with gauged Q and SSC data of four consecutive monsoons belonging to the pre- and post-dam period using the identical channel geometry of the pre-monsoon 2015 channel. A comparison of the final channel bed topography of the pre- and post-dam scenarios revealed a lower relative relief and decreasing channel cross-sectional areas for the later, probably caused by attenuated flood peaks. (C) 2017 Elsevier Ltd and INQUA. All rights reserved.
机译:几项研究基于在亚洲一些大河的流量,泥沙负荷和河道断面记录的历史测量数据的基础上进行的几项研究报告了建造大坝对下游河道形态的影响。但是,特别是在南亚背景下,通过模型构建来预测此类变化的科学文献十分缺乏。建立预测框架将是将预期的气候变化情景纳入此类调查范围的基本前提。因此,本研究旨在通过考虑侵蚀,沉积和输沙过程的形态动力学模型,研究大坝建设对泰雅斯塔河(雅鲁藏布江的重要支流)下游河道形态的作用。在2015年季风前几个月进行的一项GPS辅助差分调查为Delft3D形态动力学模型提供了准确的初始模型几何形状。 2015年季风的实际排放量(Q)和悬浮泥沙浓度(SSC)记录用作模型输入。与大多数研究将形态动力学模型的结果与基于水槽的实验室实验进行比较的研究不同,本研究使用2015年季风期间收集的野外和基于卫星的观测结果进行分布式模型校准和验证。将2015年季风结束时的预测河床层与同期调查的点高进行了比较,RMSE低至0.26 m。为了预测中期大坝建设的影响,使用了与2015年季风前通道相同的通道几何形状的Delft3D,使用属于大坝前期和后期的四个连续季风的Q和SSC实测数据进行运行。对坝前和坝后情景的最终河床床形进行比较,发现后者的相对起伏较小,而河道断面面积减小,这可能是由于洪峰减弱所致。 (C)2017爱思唯尔有限公司和INQUA。版权所有。

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