河床水动力侵蚀现象的研究

IF 0.5 Q3 GEOGRAPHY
P. Sion, M. Avram, M. Luca
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引用次数: 0

摘要

水动力侵蚀现象影响管道或桥梁副交叉口所在的河床。侵蚀深度是通过使用专门的计算关系在河床中的一个点上确定的。对于位于河床中的一些工程,有必要了解流量段周边的侵蚀深度。用于研究水动力侵蚀现象的分析模型有:a-地形模型;b——来自技术法规的计算关系;一个河段的c侵蚀模拟模型。通过在大约5-15年的时间间隔内对所考虑的河流部分的侵蚀深度的演变,实现了所获得的结果。摩尔多瓦河下游的侵蚀深度在研究部门显示为0.75米至1.65米。研究结果是根据河床中现有建筑物的修复工程设计得出的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Studies and research on the phenomenon of hydrodynamic erosion in river beds
The phenomenon of hydrodynamic erosion affects the riverbeds in which sub-crossings of pipes or bridges are located. The depth of erosion is determined at a point in the riverbed by the use of specialized computational relationships. For some works located in the riverbed it is necessary to know the erosion depths on the perimeter of the flow section. The analysis models used to investigate the phenomenon of hydrodynamic erosion were: a - topographic model; b - calculation relations from the technical regulations; c - erosion simulation model on a river section. The obtained results were materialized by the evolution of the erosion depths on the considered river sector over an interval of about 5-15 years. The depth of erosion on the lower course of the Moldova River showed values from 0.75 m to 1.65 m on a research sector. The research results were capitalized on the design of the rehabilitation works of the constructions present in the riverbed.
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来源期刊
自引率
28.60%
发文量
3
审稿时长
8 weeks
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