水利水电科技进展
水利水電科技進展
수이수전과기진전
Advances in Science and Technology of Water Resources
2015年
6期
26-30,46
,共6页
刘易庄%蒋昌波%邓斌%王刚
劉易莊%蔣昌波%鄧斌%王剛
류역장%장창파%산빈%왕강
淹没双丁坝%回流区%流场%涡量%水流特性%粒子图像测速
淹沒雙丁壩%迴流區%流場%渦量%水流特性%粒子圖像測速
엄몰쌍정패%회류구%류장%와량%수류특성%입자도상측속
submerged double spur dikes%recirculation zone%flow field%vorticity%flow characteristics%particle image velocimetry
为探讨淹没双丁坝对坝间水流的影响,采用粒子图像测速( PIV)系统对坝间水平面流场进行了测量,并对坝间水流结构进行了分析。结果表明:丁坝间距与丁坝长度的比值d/B( B为定值)对坝间漩涡中心位置、坝间回流区及涡量分布有着显著影响;d/B越大,坝间“漩涡”中心越接近坝头线;坝间回流区宽度随d/B增大而增大,零速度线基本呈线性关系且其斜率随d/B增大而减小,同时回流区流速也随之发生很大变化;上游丁坝头附近出现最大负涡量而在下游丁坝头附近出现最大正涡量。
為探討淹沒雙丁壩對壩間水流的影響,採用粒子圖像測速( PIV)繫統對壩間水平麵流場進行瞭測量,併對壩間水流結構進行瞭分析。結果錶明:丁壩間距與丁壩長度的比值d/B( B為定值)對壩間漩渦中心位置、壩間迴流區及渦量分佈有著顯著影響;d/B越大,壩間“漩渦”中心越接近壩頭線;壩間迴流區寬度隨d/B增大而增大,零速度線基本呈線性關繫且其斜率隨d/B增大而減小,同時迴流區流速也隨之髮生很大變化;上遊丁壩頭附近齣現最大負渦量而在下遊丁壩頭附近齣現最大正渦量。
위탐토엄몰쌍정패대패간수류적영향,채용입자도상측속( PIV)계통대패간수평면류장진행료측량,병대패간수류결구진행료분석。결과표명:정패간거여정패장도적비치d/B( B위정치)대패간선와중심위치、패간회류구급와량분포유착현저영향;d/B월대,패간“선와”중심월접근패두선;패간회류구관도수d/B증대이증대,령속도선기본정선성관계차기사솔수d/B증대이감소,동시회류구류속야수지발생흔대변화;상유정패두부근출현최대부와량이재하유정패두부근출현최대정와량。
In order to study the influence of submerged double spur dikes on the flow characteristics between them, this study measured the horizontal flow field within the area between the spur dikes using a particle image velocimetry ( PIV) system, and analyzed the flow characteristics between the spur dikes. Results show that the ratio of the gap between the double spur dikes to the dike length d/B ( B is a constant) has a significant impact on the location of the eddy’ s core between the spur dikes, the recirculation flow between the spur dikes, and the vorticity distribution around the heads of the spur dikes. When the value of d/B increases, the eddy’ s core is closer to the line connecting the tips of the spur dikes, and the width of the recirculation zone increases. The zero velocity line changes linearly in the streamwise direction, and its slope decreases with the increase of d/B. The velocity in the recirculation zone changes significantly with the value of d/B. The maximum negative vorticity occurs near the head of the upstream spur dike, while the maximum positive vorticity occurs near the head of the downstream spur dike.