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| 威海市海滨南路护岸工程断面模型试验 | |
| 引用本文： | 饶永红,鞠忠勋,倪长健.威海市海滨南路护岸工程断面模型试验[J].海岸工程,2001,20(1):20-30. |
| 作者姓名： | 饶永红 鞠忠勋 倪长健 |
| 作者单位： | 1. 海军工程设计研究院,工程综合试验研究中心,山东,青岛,266100 2. 山东省筑港总公司,山东,青岛,266032 3. 烟台港建设监理公司,山东,烟台,264000 |
| 摘 要： | 利用断面物理模型试验 ,对 3种结构形式 (斜坡段、大台阶段、圆筒段 )的护岸的稳定性和越浪量进行了研究。在此基础上 ,对比分析了与断面结构具体特征紧密联系的消浪效果和结构稳定性的差异 ,指出斜坡段断面更为经济合理 ,护底块石对整个结构的稳定起着至关重要的作用 ,其稳定重量不能笼统地按《防波堤设计与施工规范》(JTJ2 98-98)的最大波浪底流速方法确定 ,还要充分考虑护底层厚度等因素 |
| 关 键 词： | 护岸 越浪量 护底块石稳定重量 |
| 文章编号： | 1002-3682(2001)01-0020-11 |
| 修稿时间： | 2000年11月12 |
SECTIONAL MODEL TEST FOR THE SOUTH HAIBIN ROAD REVETMENT WORKS IN WEIHAI |
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| RAO Yong-hong,JU Zhong-xun,NI Chang-jian.SECTIONAL MODEL TEST FOR THE SOUTH HAIBIN ROAD REVETMENT WORKS IN WEIHAI[J].Coastal Engineering,2001,20(1):20-30. | |
| Authors: | RAO Yong-hong JU Zhong-xun NI Chang-jian |
| Abstract: | The stability and wave overtopping rate of 3 kinds of revetments (sloping, big step and cylindrical structure types) are studied by using sectional model test. Based on the model test, the comparison and analysis of wave dissipating effects and stabilities of different section structures are made. It is shown from the analysis results that the revetment with sloping section structure is more economic and reasonable, the toe layer rubbles play an important role in stabilizing the whole structure, the stabilizing weight cannot generally be determined by the maximum bottom wave velocity method, and the factors such as the thickness of toe layer should be taken into account. |
| Keywords: | revetment wave overtopping rate stabilizing weight of toe layer rubbles |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |