模拟沉积和侵蚀过程沿180°开放运河弯曲由nys2dh在爱尔兰

Amany A. Habib, M. Nassar
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引用次数: 2

摘要

本文对运河180°开放弯道的侵蚀和沉积过程进行了实验和计算机模拟。在iRIC软件中采用Nays2DH模型进行计算机仿真。模型的曲率半径比(Ø/L)在3.0 ~ 8.5范围内进行。实验结果表明,随着Ø/L的增大,侵蚀和沉积作用减小。在(Ø/L =8.5)处检测到最小侵蚀和沉积。确定了桥梁环形支座沿弯道的最佳位置。nys2dh模型的计算结果与试验结果进行了比较。模拟状态的RSQ值为88.329%,模拟结果与实测深度的相关系数为93.98%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
MODELLING OF DEPOSITION AND EROSION PROCESSES ALONG A 180° OPEN CANAL BEND BY NAYS2DH IN iRIC
This paper presents experiments and computer simulation for the erosion and deposition processes along a 180° open canal bend. The computer simulation is conducted by Nays2DH model in iRIC software. The models are conducted with the curvature's radius ratio (Ø/L) varies within 3.0 to 8.5. Experiments produced that the erosion and deposition actions decrease as Ø/L increases. The minimal erosion and deposition are detected at (Ø/L =8.5). The optimum place of a bridge circular support along the bend is defined. The results of Nays2DH Model are compared with tests. RSQ for the modelled statuses is 88.329% and the correlation factor between simulations and the gauged depths is 93.98%.
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