城市河流洪泛平原的模拟

IF 0.5 Q3 GEOGRAPHY
M. Luca, Mihaela (Tamas) Avram
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引用次数: 0

摘要

本文介绍了城市河段洪水的模拟研究结果。研究区域位于穿过baccure县Comănești市的trotuuse河的一段。利用HecRas程序对不同交通流值(Q1%, Q2%, Q5% și Q10%,)的几种情况进行了模拟。为了应用模拟程序,需要进行地形、水文、水力学、河道整治工程、工程建设特点等方面的复杂研究。河床整治工程的存在改变了局部的洪水参数,也隐含地改变了洪水带的参数。模拟突出了排列和非排列的河段与规整工程的合作对洪水带形成的积极作用,但也有消极作用。此外,模拟还突出了修复现有正规工程的必要性,以及进行新工程的必要性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Simulation of floodplains on rivers in urban areas
The paper presents the result of research on simulating the flooding of a flood on a stretch of river located in an urban area. The study area was located on the section of the Trotuș River that crosses the city of Comănești, Bacău County. The simulation was performed with the HecRas program for several scenarios differentiated by the value of the transit flows (Q1%, Q2%, Q5% și Q10%,). In order to apply the simulation program, it was necessary to carry out complex studies such as topographic, hydrological, hydraulic, how to equip the river with regularization works, the constructive characteristics of the works, etc. The presence of the riverbed regularization works modifies locally flood parameters and implicitly the parameters of the flood band. The simulation highlighted the positive, but also negative, cooperation of the arranged and unarranged river sectors with regularization works for the formation of the flood band. Also, the simulation highlighted the need to rehabilitate the existing regularization works, but also the need to carry out new works.
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28.60%
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3
审稿时长
8 weeks
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