CAJ | 학술논문

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。
이용입자도상측속기술（particle image velocimetry）대루공방형증식초단체초화조합초적상승류류장특성진행분석，안조해구실측류속화초구선지요구，설정5개불동적래류속도0.2、0.4、0.6、0.8、1.0 m/s，병계산출시험류속분별위0.045、0.090、0.135、0.180、0.225 m/s。결과표명：단체초재임하일충영류방식하，상승류적규모도수래류속도적증가이증대；이상동래류속도하，주시면90o영류시，상승류규모최대；단체부시면45o영류시，상승류규모최소；초체횡향조합배렬시，초체간거재0.5L～1.0 L시소산생적상승류규모최대，초체간적협동작용최강；초체종향조합배렬시，재0.5L～1.5 L배적간거시，초체간적상호작용교강，형성적상승류규모최대。
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.