摘要
为了获得复合M型人工鱼礁的流场效应,为鱼礁的结构设计提供理论依据,选取3个不同水流流速(6.7cm/s、11.0cm/s、18.0cm/s),采用粒子图像测速(PIV)技术,对复合M型人工鱼礁的二维流场进行测试。结果表明:礁体迎流面和背流面分别产生上升流和背涡流,其规模随着来流速度的增加而增大;当鱼礁圆柱孔与流向夹角为90°时所产生的上升流高度为礁高的53%~90%,背涡流面积为迎流面积的0.7—1.3倍;夹角为0。时上升流高度为礁高的33%-83%,背涡流面积为迎流面积的40%~60%;90。工况下上升流平均流速是0。工况时的1.1—2.7倍,背涡流的最大回流速度为0°时的3.0~9.0倍。鱼礁投放时采用鱼礁圆柱孔与水流流向垂直的摆放形式流态较好。
In order to provide a theoretical basis for the structural design of reefs, effects of compound M artificial reef on flow field have been studied through two dimension Particle Image Veloeimetry (PIV) technology at a velocity of 6.7 cm/s, 11.0 cm/s and 18.0 em/s. The results showed that the ranges of upwelling and wake increased with the increase of water speed. The upwelling's height was 53% to 90% of the reef height and the area of back eddy was 0.7 to 1.3 times than the square of reefs facing the income current when the cylindrical hole and the flow with an angle of 90° . The upwelling's height was 33% to 83% of the reef height and the area of back eddy was 40% - 60% than the square of reefs facing the income current when the cylindrical hole and the flow with an angle of 0% The average velocity of upwelling and the maximum velocity of back eddy with an angle of 90° was 1.1 to 2.7 times and 3.0 to 9.0 times than the angle of 0°. A better flow pattern was got when the cylindrical hole was perpendicular to flow .
出处
《渔业现代化》
北大核心
2010年第1期15-19,共5页
Fishery Modernization
基金
中央级公益性科研院所基本科研业务费专项资金项目(2010-chb-01
2008-gy-01
2007-chb-03)
公益性行业(农业)科研专项(200903005)
国家自然科学基金创新群体(50921001)