图们江建港技术可行性研究
发布时间：2018-09-18 17:35
【摘要】：本专题通过冰冻地区港口建设调研、冰荷载及冰试验对比分析、数学模型计算等手段,对图们江下游出海港码头选址及防冰措施等开展了研究工作,主要研究成果如下：(1)通过对冰冻地区港口情况实地调研,归纳总结了冰冻地区港口选址原则及适宜的码头结构型式；(2)根据对现有冰荷载计算公式的评估并与冰试验结果的对比,提出了适用于图们江码头水工建筑物的冰荷载计算公式；(3)对图们江下游岸线气象、水域、陆域等条件进行分析,初步选定图们江下游出海港港址；(4)根据冰冻地区不同码头结构型式防冰能力分析,提出图们江出海港码头结构型式采用重力式实心方块结构；(5)通过对冰破坏机理研究及冰冻地区防冰措施调研分析,提出了图们江出海港码头水工建筑物防冰措施。
[Abstract]:By means of investigation and investigation of port construction in frozen area, comparative analysis of ice load and ice test, calculation of mathematical model, and so on, this topic has carried out research work on site selection and anti-ice measures for the lower reaches of Tumen River. The main research results are as follows: (1) through the field investigation of the port situation in the frozen area, the principles of port location and the suitable structure of the port in the frozen area are summarized. (2) based on the evaluation of the existing ice load calculation formulas and the comparison with the ice test results, the ice load calculation formula suitable for the hydraulic structures of the Tumen River wharf is put forward, and (3) the meteorological, water and land conditions along the lower reaches of the Tumen River are analyzed. (4) according to the analysis of anti-ice ability of different wharf structure types in frozen area, the gravity solid block structure is used in the structure type of Tumen River outlet port wharf. (5) through the research on the mechanism of ice destruction and the investigation and analysis of anti-ice measures in frozen area, the anti-ice measures of hydraulic structures in the port of Tumen River are put forward.
【学位授予单位】：大连海事大学
【学位级别】：硕士
【学位授予年份】：2014
【分类号】：U651
，
本文编号：2248628
[Abstract]:By means of investigation and investigation of port construction in frozen area, comparative analysis of ice load and ice test, calculation of mathematical model, and so on, this topic has carried out research work on site selection and anti-ice measures for the lower reaches of Tumen River. The main research results are as follows: (1) through the field investigation of the port situation in the frozen area, the principles of port location and the suitable structure of the port in the frozen area are summarized. (2) based on the evaluation of the existing ice load calculation formulas and the comparison with the ice test results, the ice load calculation formula suitable for the hydraulic structures of the Tumen River wharf is put forward, and (3) the meteorological, water and land conditions along the lower reaches of the Tumen River are analyzed. (4) according to the analysis of anti-ice ability of different wharf structure types in frozen area, the gravity solid block structure is used in the structure type of Tumen River outlet port wharf. (5) through the research on the mechanism of ice destruction and the investigation and analysis of anti-ice measures in frozen area, the anti-ice measures of hydraulic structures in the port of Tumen River are put forward.
【学位授予单位】：大连海事大学
【学位级别】：硕士
【学位授予年份】：2014
【分类号】：U651
，
本文编号：2248628
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