| 基于抛物型缓坡方程的某码头泊稳问题研究* |
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| 引用本文： | 赵博博,吴丽芬.基于抛物型缓坡方程的某码头泊稳问题研究*[J].水运工程,2013(1):16-19. |
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| 作者姓名： | 赵博博 吴丽芬 |
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| 作者单位： | 1. 中国海洋大学工程学院,山东青岛,266100
2. 江苏中信安全环境科技有限公司,江苏南京,210006 |
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| 基金项目： | 国家自然科学基金资助项目（51179178） |
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| 摘 要： | 从理论出发介绍了抛物型缓坡方程的特点,并阐述了抛物型缓坡方程的使用限制条件;根据实际工程的需要,运用基于抛物型缓坡方程的REF/DIF模型对大连将军石码头改进后的两种方案的波高进行了模拟和研究,模拟结果表明经改进后方案1和方案2均能满足港内泊稳条件,方案1要更优于方案2。
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| 关 键 词： | 抛物型缓坡方程 码头 泊稳分析 |
Research on steady mooring of pier based on parabolic mild-slope equation |
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| ZHAO Bo-bo and WU Li-fen.Research on steady mooring of pier based on parabolic mild-slope equation[J].Port & Waterway Engineering,2013(1):16-19. |
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| Authors: | ZHAO Bo-bo and WU Li-fen |
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| Institution: | Engineering College, Ocean University of China, Qingdao 266100, China;Jiangsu Zhongxin Safety & Environmental Technology Co., Ltd., Nanjing 210006, China |
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| Abstract: | The characteristics and restrictions of the parabolic mild-slope equation are described from the
theoretical basis. According to the needs of the practical engineering, wave heights of the two improved programs on Dalian general-stone pier are simulated and researched using the REF / DIF model based on the parabolic mild slope equation. The simulation results show that both program 1 and program 2 can meet the harbor mooring conditions, and program 1 is better than program 2. |
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| Keywords: | parabolic mild-slope equation pier mooring analysis |
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