沈阳农业大学学报
瀋暘農業大學學報
침양농업대학학보
JOURNAL OF SHENYANG AGRICULTURAL UNIVERSITY
2009年
6期
744-747
,共4页
流速分布%半网形边墩%矩形断面明渠
流速分佈%半網形邊墩%矩形斷麵明渠
류속분포%반망형변돈%구형단면명거
flow velocity distribution%semicircle cylinder pier%rectangular channel
为了研究边墩周围水流流速分布规律,利用声学多普勒流速仪(ADV),对矩形断面明渠中半圆形边墩周围三维流速进行测量,并对所得到的数据进行了分析研究.结果表明:在10°~120°内距离圆心1.23r的区域水流流速受到柱体挤压作用最为明显,存下游170°射线的区域内,水流流速呈非线性波动,整体波动幅度不大.
為瞭研究邊墩週圍水流流速分佈規律,利用聲學多普勒流速儀(ADV),對矩形斷麵明渠中半圓形邊墩週圍三維流速進行測量,併對所得到的數據進行瞭分析研究.結果錶明:在10°~120°內距離圓心1.23r的區域水流流速受到柱體擠壓作用最為明顯,存下遊170°射線的區域內,水流流速呈非線性波動,整體波動幅度不大.
위료연구변돈주위수류류속분포규률,이용성학다보륵류속의(ADV),대구형단면명거중반원형변돈주위삼유류속진행측량,병대소득도적수거진행료분석연구.결과표명:재10°~120°내거리원심1.23r적구역수류류속수도주체제압작용최위명현,존하유170°사선적구역내,수류류속정비선성파동,정체파동폭도불대.
In order to study the flow velocity distribution, the Acoustic Doppler Velocimeter (ADV) was used to measure the three-dimensional velocity around the semicircle cylinder pier in the rectangular channel. The analysis of the achieved data showed that the most possible flushing oeurred in the section of 1.23r and angle of 10°~120°.In the downstream section where the angle was 170°,the velocity of the flow was nonlinear fluctuation, and the integral amplitude was small.