实验室和实地研究,以确保监管框架的发展和运输设施在波浪效应条件下的安全

G. Tlyavlina
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摘要

本文是作者在论文研究领域的一部分,旨在为制定和完善保障波浪效应条件下运输设施安全的监管框架提供科学依据。本文讨论的运输结构要素,如桥墩和铁路路基,它们位于海边,易受波浪影响,因此需要加以保护。该问题的相关性在于,工程防护结构设计方案的正当性不足可能导致环境灾害和巨大的经济损失。通常,对设计过程和勘测工作的严格监管可以避免巨大的经济损失。监管框架的发展将提高位于波浪影响区内的运输设施的可靠性。同时,技术法规的要求必须得到科学研究的证实。本文介绍了作者为确保波浪效应条件下监管框架的制定和运输设施的安全而进行的一些科学研究成果。在工作中采用了以下科学研究方法:对海岸带和运输设施工程防护结构进行海浪效应的实地观察和调查,并进行物理(水力)建模。本文采用了对北高加索铁路Tuapse-Adler段和远东铁路Korsakov-Nogliki段的海堤、防波堤、防波堤、防波堤等沿海地区和铁路路基工程防护结构的长期实地观察和调查结果。本文介绍了用物理(水力)模拟方法在波浪池和水槽中进行的波浪防护结构(防护坡、带挡浪结构的减波带等)运行的室内研究结果。提供了在作者参与的研究基础上制定的法规的信息。从制定的规范性文件的实际应用中描述了预期的效率。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Laboratory and field studies to ensure the regulatory framework development and the transport facilities’ safety in the wave effect conditions
This article is part of the author’s dissertation research in the field of scientific substantiation of the development and improvement of the regulatory framework for ensuring the safety of transport facilities in conditions of wave effect. The article deals with such transport structure elements as bridge piers and railway roadbeds, which are located on the shores of the seas and are exposed to wave effects, and, as a result, need to be protected. The relevance of the issue is due to the fact that an insufficient justification degree of design solutions for engineering protection structures can lead to environmental disasters and large financial losses. Usually, competent and strict regulation of the design process and survey work allows for avoiding large financial losses. Regulatory framework development will improve the reliability of transport facilities located in the wave effect zone. At the same time, technical regulations requirements must be substantiated by scientific research. The article presents some results of scientific research carried out by the author to ensure the regulatory framework development and the safety of transport facilities in wave effect conditions. The following methods of scientific research were used in the work: field observations and surveys of the coastal zone and engineering protection structures of transport facilities from wave effect and physical (hydraulic) modeling. The results of long-term field observations and surveys of the coastal zone and engineering protection structures of the railway roadbed are used: sea wall, protective wave-damping strips, groins, breakwaters, etc. at the Tuapse-Adler sections of the North Caucasian Railway and Korsakov-Nogliki of the Far Eastern Railway. The author presents laboratory studies results of the wave protection structures operation (protective slopes, wave-damping strips with retaining structures, etc.), which were carried out by the physical (hydraulic) modeling method in wave pools and flumes. Provides information about the regulations developed with the author’s participation based on the research. The expected efficiency from the practical application of the developed normative documents is described.
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