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| 镂空方型增殖礁上升流特性的粒子图像测速试验 | |
| 引用本文： | 李娇,张秀梅,关长涛,郑延璇,黄滨,崔勇.镂空方型增殖礁上升流特性的粒子图像测速试验[J].农业工程学报,2014,30(24):232-239. |
| 作者姓名： | 李娇 张秀梅 关长涛 郑延璇 黄滨 崔勇 |
| 作者单位： | 1. 中国海洋大学水产学院，青岛 266003; 农业部渔业装备与工程重点开放实验室，中国水产科学研究院黄海水产研究所，青岛 266071 2. 中国海洋大学水产学院,青岛,266003 3. 农业部渔业装备与工程重点开放实验室，中国水产科学研究院黄海水产研究所，青岛 266071 |
| 基金项目： | 中央级公益性科研院所基本科研业务费（20603022011006）；公益性行业（农业）科研专项（201003068）资助 |
| 摘 要： | 利用粒子图像测速技术（particle image velocimetry）对镂空方型增殖礁单体礁和组合礁的上升流流场特性进行分析，按照海区实测流速和礁区选址要求，设定5个不同的来流速度0.2、0.4、0.6、0.8、1.0 m/s，并计算出试验流速分别为0.045、0.090、0.135、0.180、0.225 m/s。结果表明：单体礁在任何一种迎流方式下，上升流的规模都随来流速度的增加而增大；而相同来流速度下，主视面90o迎流时，上升流规模最大；单体俯视面45o迎流时，上升流规模最小；礁体横向组合排列时，礁体间距在0.5L～1.0 L时所产生的上升流规模最大，礁体间的协同作用最强；礁体纵向组合排列时，在0.5L～1.5 L倍的间距时，礁体间的相互作用较强，形成的上升流规模最大。 |
| 关 键 词： | 水产养殖 水流 试验 图像粒子测速 上升流特性 镂空方型增殖礁 |
| 收稿时间： | 2014/4/17 0:00:00 |
| 修稿时间： | 2014/12/12 0:00:00 |
Characteristics of upwelling of hollow square enhancement reefs based on particle image velocimetry |
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| Li Jiao,Zhang Xiumei,Guan Changtao,Zheng Yanxuan,Huang Bin and Cui Yong.Characteristics of upwelling of hollow square enhancement reefs based on particle image velocimetry[J].Transactions of the Chinese Society of Agricultural Engineering,2014,30(24):232-239. | |
| Authors: | Li Jiao Zhang Xiumei Guan Changtao Zheng Yanxuan Huang Bin and Cui Yong |
| Institution: | 1. College of Fisheries, Ocean University of China, Qingdao 266003, China; 2. Key Laboratory of Sustainable Development of Marine Fishery, Ministry of Agriculture, Yellow Sea Fisheries Research Institute, Chinese Academy of Fishery Science, Qingdao 266071, China;,1. College of Fisheries, Ocean University of China, Qingdao 266003, China;,2. Key Laboratory of Sustainable Development of Marine Fishery, Ministry of Agriculture, Yellow Sea Fisheries Research Institute, Chinese Academy of Fishery Science, Qingdao 266071, China;,1. College of Fisheries, Ocean University of China, Qingdao 266003, China; 2. Key Laboratory of Sustainable Development of Marine Fishery, Ministry of Agriculture, Yellow Sea Fisheries Research Institute, Chinese Academy of Fishery Science, Qingdao 266071, China;,2. Key Laboratory of Sustainable Development of Marine Fishery, Ministry of Agriculture, Yellow Sea Fisheries Research Institute, Chinese Academy of Fishery Science, Qingdao 266071, China; and 2. Key Laboratory of Sustainable Development of Marine Fishery, Ministry of Agriculture, Yellow Sea Fisheries Research Institute, Chinese Academy of Fishery Science, Qingdao 266071, China; |
| Abstract: | Abstract: Based on particle image velocimetry (PIV), the upwelling characteristics of hollow square enhancement reefs was researched, including the upwelling scale of a single reef under different flow velocity, the influence of reef deployment to upwelling, and the upwelling change with different arrangements of reefs. The real size of the reef was 800 mm in length, 800 mm of height 400 mm in width, and a hole in the reef was 200 mm in length, 200 mm in height, and the thickness of the reef was 40 mm. The real flow velocity (0.2, 0.4, 0.6, 0.8 and 1.0 m/s) and depth of the ocean were measured, According to the similarity principle, the experiment velocities were 0.045, 0.090, 0.135, 0.180, and 0.225 m/s. The experiment results indicated: when the deployment of a single reef is the same, the scale of upwelling became strong as the flow velocity increased. Under the same velocity, the upwelling scale of the main surface against the flow was the largest, the velocity maximum of the upwelling was 62% of flow velocity. The velocity maximum of the upwelling of the side surface and top surface with 90° against the flow was between 30% and 40% of the flow velocity. The upwelling scale of the top surface with 45° against the flow was the smallest, and the velocity maximum of the upwelling was only 14 percent of the flow velocity. Analysis showed that the deployment of the reef had an important effect on upwelling characteristics. As area against the flow became larger, the upwelling scale became apparently stronger. Under the same velocity, the ratio between the upwelling height and reef height of the top surface with 90° against the flow was higher than the others, which did not have a direct proportion with the reef height, and in order to measure the stability of the reefs, the deployment of the top surface with 90° against the flow was chosen, which arrangement of different distance was researched. When the distance between the reefs arranged horizontally was 0.5L, the area and height of the upwelling was the largest. When the distance between the reefs arranged horizontally was 1.0L, the velocity maximum of the upwelling was obtained. When distance between reefs arranged horizontally is 2.0L, upwelling area is smaller than single reef's. When the distance between the reefs arranged horizontally was 1.5-2.0L, the upwelling height was smaller than a single reef's. So when the distance between the reefs arranged horizontally was from 0.5L to 1.0L, the interaction of reefs was strong, and the scale of the upwelling became larger. When the distance between the reefs arranged longitudinally was 1.0L, the velocity maximum of the upwelling was obtained. When the distance between the reefs arranged longitudinally was from 0.5L to 1.5L, the area and height of the upwelling was larger than the single reef's. So when the distance between the reefs arranged longitudinally was from 0.5L to 1.5L, the interaction of the reefs was the largest. According to the experiment's result, the configuration of the reefs was designed, every unit was constituted by 100 reef, the reef was deployed as a top surface with 90° against the flow, and the distance between the reefs arranged horizontally with flow was 1.0L, and the distance between the reefs arranged longitudinally with flow 1.5L. |
| Keywords: | aquaculture flow of water experiment particle image velocimetry characteristics of upwelling hollow square enhancement reefs |
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