| 瓯江口航道治理工程模型试验研究 |
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| 引用本文： | 王顺中,李浩麟. 瓯江口航道治理工程模型试验研究[J]. 水利水运工程学报, 2006, 0(4): 28-33 |
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| 作者姓名： | 王顺中 李浩麟 |
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| 作者单位： | 南京水利科学研究院,江苏,南京,210029 |
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| 摘 要： | 通过对瓯江口外段河床演变分析,以及8种航道治理工程的物理模型试验,提出了在定床试验条件下满足航道水深所需的不淤流速的估算方法.根据瓯江口航道治理原则和目标,综合考虑了瓯江口潮流变化,以及对周边水流环境的影响,推荐了6-1和6-2方案为航道治理工程方案.
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| 关 键 词： | 航道治理 方案 物理模型试验 瓯江口 |
| 文章编号： | 1009-640X(2006)04-0028-06 |
| 收稿时间： | 2006-02-30 |
| 修稿时间： | 2006-02-28 |
Model test of Oujiang estuary channel regulation |
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| WANG Shun-zhong,LI Hao-lin. Model test of Oujiang estuary channel regulation[J]. Hydro-Science and Engineering, 2006, 0(4): 28-33 |
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| Authors: | WANG Shun-zhong LI Hao-lin |
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| Affiliation: | Nanjing Hydraulic Research Institute, Nanjing 210029, China |
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| Abstract: | Based on the riverbed evolution analyses of the downstream reach of Oujiang estuary and physical model test of eight types of regulation projects,an estimation method for nondeposit velocity satisfying channel depth is presented under fixed bed model test condition.Considering the regulation principles and target of Oujiang estuary channel,variation of tide and influences on surrounding flow,Schemes 6-1 and 6-2 are suggested for the channel regulation. |
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| Keywords: | channel regulation scheme physical model test Oujiang estuary |
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