| 航道治理工程中带挡板半圆体堤方案探讨 |
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| 引用本文： | 殷 昕,周玲玲,马兴华.航道治理工程中带挡板半圆体堤方案探讨[J].水运工程,2012(12):184-187. |
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| 作者姓名： | 殷 昕 周玲玲 马兴华 |
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| 作者单位： | 中交上海航道勘察设计研究院有限公司,上海,200120 |
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| 摘 要： | 根据工程区波浪小、滩面变化大的特点,首次提出带挡板的半圆体结构,在半圆体顶部增加竖直挡板,可缩小半圆体半径,减少半圆体堤断面工程量,节省工程费用.对其设计计算及经济性作简要分析.
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| 关 键 词： | 带挡板的半圆体堤 波浪力 经济性 |
Discussion of semi-circular breakwater with concrete wall in waterway regulation engineering |
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| YIN Xin,ZHOU Ling-ling and MA Xing-hua.Discussion of semi-circular breakwater with concrete wall in waterway regulation engineering[J].Port & Waterway Engineering,2012(12):184-187. |
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| Authors: | YIN Xin ZHOU Ling-ling and MA Xing-hua |
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| Institution: | Shanghai Waterway Engineering Design and Consulting Co., Ltd., Shanghai 200120, China;Shanghai Waterway Engineering Design and Consulting Co., Ltd., Shanghai 200120, China;Shanghai Waterway Engineering Design and Consulting Co., Ltd., Shanghai 200120, China |
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| Abstract: | According to the small wave, undulate of beach characteristics of engineering zone, we propose the semi-circular breakwater with concrete wall for the first time, which can increase the vertical concrete wall at the top of the semi-circle structure, narrow radius of the semi-circle structure, reduce engineering quantity of semicircular breakwater, and save project costs. Furthermore, we make a brief introduction to the design calculations and economic analysis. |
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| Keywords: | semi-circular breakwater with concrete wall wave force economy |
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