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EXPERIMENTAL AND NUMERICAL INVESTIGATIONS ON SECONDARY FLOWS AND SEDIMENTATIONS BEHIND A SPUR DIKE 被引量:8
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作者 TANG Xue-lin DING Xiang CHEN Zhi-cong 《Journal of Hydrodynamics》 SCIE EI CSCD 2007年第1期23-29,共7页
For a physical model of the approach navigation channel of Three Gorges Project(TGP), flow patterns around a non-submerged spur dike placed as a mountain in a long rectangular glass flume were experimentally investi... For a physical model of the approach navigation channel of Three Gorges Project(TGP), flow patterns around a non-submerged spur dike placed as a mountain in a long rectangular glass flume were experimentally investigated with and without "sucking-spouting" water respectively. Based on rigid lid assumption and Dynamic Smagorinsky Model, all these vortex flows around the spur dike were numerically simulated and analyzed, which probably affect the whole flow field and then probably lead to sedimentations for silt-laden two-phase flows. Meanwhile, silt-laden flows were also investigated experimentally. Both the secondary flow region and the silt sedimentations downstream of the spur dike decrease greatly with "sucking-spouting" water compared to those ones without "sucking-spouting" water. The Finite Volume Method (FVM) was used to discretize the governing equations together with a staggered grid system, where the second order difference is employed for the diffusion terms and the source terms while the upwind difference QUICK is used for the convection terms. The computational results are all in fairly good agreement with the experimental data. 展开更多
关键词 Three Gorges Project (TGP) sucking-spouting water spur dike silt-laden flow rigid lid assumption dynamic large eddy simulations
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吸、喷水法减小丁坝下游回流尺度的试验研究 被引量:8
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作者 马永军 陈稚聪 丁翔 《水科学进展》 EI CAS CSCD 北大核心 2003年第6期763-768,共6页
由于流动边界出现凸出障碍物引起边界层分离,导致回流发展、水流流态恶化等一系列问题,在水利、航道及电站等工程中是一种普遍存在的现象。从控制边界层的思路出发,采用"吸、喷"水方案,即在凸出障碍物与水流平行的边界略上部... 由于流动边界出现凸出障碍物引起边界层分离,导致回流发展、水流流态恶化等一系列问题,在水利、航道及电站等工程中是一种普遍存在的现象。从控制边界层的思路出发,采用"吸、喷"水方案,即在凸出障碍物与水流平行的边界略上部位将一部分边界层水流吸走,并在其下游喷出增加边界层的动量,可以减小障碍物下游的回流尺度。在50cm宽水槽中进行的试验表明,采用这种方法是非常有效的。 展开更多
关键词 丁坝 边界层 回流长度 回流强度 喷流 断面 流速
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控制和减小“丁坝”下游回流尺度的试验研究 被引量:1
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作者 胡慧武 马永军 +1 位作者 邵学军 陈稚聪 《水利水运工程学报》 CSCD 北大核心 2001年第2期37-41,共5页
由于流动边界出现凸出障碍物引起边界层分离 ,导致回流发展、水流流态恶化等 ,采用吸、喷水方法 ,在凸出障碍物与水流平行的边界略上部位将边界层水流吸走 ,并在其下游喷水 ,以减小回流范围和强度 .水槽试验表明 ,吸、喷水量为水槽中总... 由于流动边界出现凸出障碍物引起边界层分离 ,导致回流发展、水流流态恶化等 ,采用吸、喷水方法 ,在凸出障碍物与水流平行的边界略上部位将边界层水流吸走 ,并在其下游喷水 ,以减小回流范围和强度 .水槽试验表明 ,吸、喷水量为水槽中总流量的 1 5 %~ 2 %时 ,回流长度将减小 70 %~ 80 % . 展开更多
关键词 边界层 回流长度 水槽试验 丁坝
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