| 不同水力坡度对丁坝近区水流的影响 |
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| 引用本文： | 郑宇华,郑健,顾杰,匡翠萍.不同水力坡度对丁坝近区水流的影响[J].海洋科学,2019,43(3):66-74. |
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| 作者姓名： | 郑宇华 郑健 顾杰 匡翠萍 |
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| 作者单位： | 同济大学土木工程学院,上海,200092;上海海洋大学海洋生态与环境学院,上海,201306 |
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| 基金项目： | 国家自然科学基金项目（41776098） |
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| 摘 要： | 采用超声水位和PIV流速测量技术,对不同水力坡度下非淹没丁坝近区的水流结构进行了试验研究。结果表明,随着水力坡度的降低,在坝头处,紊动强度较大的区域逐渐向主流区及上游扩散;在坝后,跌水最低点逐渐下移,漩涡中心向丁坝侧边壁靠近。回流区长度与宽度的变化和水力坡度的变化无明显对应关系,但坝头近壁区的流速与坝后回流区的长度及宽度存在高度响应的线性关系。研究成果揭示了丁坝在不同水力坡度下调整水流结构的机理,同时对各家测量得到的回流区长度不等有了较明确的答案,为工程中丁坝的设计及河道岸线的规划提供了科学依据。
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| 关 键 词： | 水力坡度 非淹没丁坝 紊动强度 回流区 坝头近壁区的流速 |
| 收稿时间： | 2018/3/28 0:00:00 |
| 修稿时间： | 2018/4/17 0:00:00 |
Influences of different hydraulic gradients on flow structures near the spur dike |
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| ZHENG Yu-hu,ZHENG Jian,GU Jie and KUANG Cui-ping.Influences of different hydraulic gradients on flow structures near the spur dike[J].Marine Sciences,2019,43(3):66-74. |
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| Authors: | ZHENG Yu-hu ZHENG Jian GU Jie and KUANG Cui-ping |
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| Institution: | College of Civil Engineering, Tongji University, Shanghai 200092, China,College of Marine Ecology and Environment, Shanghai Ocean University, Shanghai 201306, China,College of Marine Ecology and Environment, Shanghai Ocean University, Shanghai 201306, China and College of Civil Engineering, Tongji University, Shanghai 200092, China |
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| Abstract: | This study investigated the flow structures in the near-field of an emerged spur dike under different hydraulic gradients by laboratory experiments using ultrasonic wave and PIV technical methods for measuring the water level and velocity, respectively. Experimental results showed that with the decrease in the hydraulic gradient, at the head of the dike, the area of the strong turbulence intensity gradually spread toward the main stream and upstream. At the downstream of the dike, the lowest point of the hydraulic gradient dropped gradually downward, and the vortex center was close to the wall of the dike side. There was no obvious relationship between the change in the length and width of the recirculation zone and the change in the hydraulic gradient; however, a highly linear relationship was observed between the velocity in the region near the dike head and the length and width of the recirculation zone. These research achievements reveal the mechanism of the regulative action of the dike to the flow structure under different hydraulic gradients. At the same time, these findings could clearly explain the difference in the length of the recirculation zone obtained by measurements of previous researchers and further provide a scientific basis for designing the spur dike and planning the river shoreline. |
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| Keywords: | hydraulic gradient emerged spur dike turbulent energy recirculation zone velocity in the region near the dike head |
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