Two-dimensional hydrodynamic modelling of flood inundation for a part of the Mekong River with TELEMAC-2D.

T. T. Vu, Phuoc Khac-Tien Nguyen, L. Chua, A. Law
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引用次数: 10

Abstract

Aims: This paper presents a study on the development of a 2-dimensional (2D) hydrodynamic model based on TELEMAC-2D for the flood simulation of the river from Kratie to Kampong Cham in Cambodia, a part of the Mekong River. The motivation behind the research was to study the feasibility of TELEMAC-2D in flood forecasting, and specifically to determine its adequacy in flood simulations with a focus on the reduction in model run-time through parallelization. Place and Duration of Study: DHI-NTU Centre, Nanyang Environment and Water Research Institute (NEWRI), Nanyang Technological University, between November 2013 and March 2014. Methodology: We simulated an actual flood event which occurred between June to November in 2001 for the stretch of the Mekong River from Kratie to Kampong Cham and compared the model simulations with MODIS satellite Images for specific days in the pre-, peakand post-flood period. Results: It was found that during the peak-flood period, there was high percentage (> 90%) match between the simulation results and observation obtained from satellite images while the match was below 50% for the preand postflood periods. Conclusion: The 2D simulation results were consistent with observations from satellite imaging. Original Research Article Vu et al.; BJECC, 5(2): 162-175, 2015; Article no.BJECC.2015.013 163 The discrepancy at preand post-flood may be due to the fact that (i) the model takes into account only hydrodynamic processes of flows in the river and flood plain, it does not consider other hydrological processes such as infiltration or evaporation which may be important during the preand postflood periods, and (ii) the resolution of MODIS satellite image at 500m x 500m may be too coarse and therefore not sufficient to identify flooded areas when the area is small or water depth low. Finally, it was found that the computing time can be reduced significantly with parallelization using multi-core processors, albeit with lesser advantage in speedup when the number of cores increased beyond 4.
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基于TELEMAC-2D的湄公河部分地区洪水淹没二维水动力模拟。
目的:本文研究了基于TELEMAC-2D的二维水动力模型的开发,用于湄公河的一部分柬埔寨Kratie至Kampong Cham河的洪水模拟。研究的动机是研究TELEMAC-2D在洪水预报中的可行性,特别是确定其在洪水模拟中的充分性,重点是通过并行化减少模型运行时间。学习地点和时间:2013年11月至2014年3月,南洋理工大学南洋环境与水研究所(NEWRI) DHI-NTU中心。方法:我们模拟了2001年6月至11月发生在湄公河从Kratie到Kampong Cham的实际洪水事件,并将模型模拟结果与MODIS卫星图像在洪水前、洪峰和洪后的特定日期进行了比较。结果:洪峰期模拟结果与卫星影像观测吻合率较高(> 90%),洪峰前后吻合率低于50%。结论:二维模拟结果与卫星成像观测结果一致。Vu et al.;生物工程学报,5(2):162-175,2015;洪水前后的差异可能是由于:(i)模型只考虑了河流和洪泛平原的水动力过程,而没有考虑在洪水前后可能很重要的其他水文过程,如入渗或蒸发;(ii)在面积较小或水深较低的情况下,500米× 500米的MODIS卫星图像的分辨率可能过于粗糙,不足以识别水浸地区。最后,我们发现使用多核处理器并行化可以显著减少计算时间,尽管当内核数量增加到4个以上时,在加速方面的优势较小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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