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连续微弯弯道水流结构试验研究

Experimental Study on Flow Structure of Continuous Micro-Dend Channel

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【作者】 卢翔李觅

【Author】 LU Xiang;LI Mi;Hunan Water Conservancy and Hydropower Survey Design Research Institute;

【通讯作者】 李觅;

【机构】 湖南省水利水电勘测设计研究总院

【摘要】 采用水槽试验,对连续微弯弯道的水流结构进行研究。通过整理分析枯水和平滩两种典型工况的试验数据,对连续微弯弯道水流的纵向垂线平均流速、水流动力轴线、纵向和横向流速及垂线环流强度分布规律进行研究探讨。研究表明,连续微弯弯道水流具有主流偏向凸岸侧、凹岸近壁处易发生水流分离现象、凹岸侧纵向流速最大点靠近床面、横向环流呈非对称的双环流结构、断面凹岸侧垂线环流强度大于凸岸侧等特点,展现出与一般弯道水流不同的特征。

【Abstract】 A study was done on the flow structure of a continuous micro-bend channel by the means of flume experiment. With the organization and analysis of experimental data under two typical conditions: low and bankfull discharge,distributions of the longitudinal depth-averaged velocity,flow dynamic axis,longitudinal and lateral velocity,strength of secondary flow along the vertical line were discussed. The research shows that continuous micro-bend channel is characterized by main flow moving to the convex bank,flow separation near the concave bank,the maximum of longitudinal velocity close to the bottom near the outer bank,asymmetric double-circulation structure appearing in the bend,strength of secondary flow in depth on the concave bank larger than the convex bank,which are different from the general bend flow.

【基金】 湖南省重大水利科技项目“七弓岭弯道自然裁弯形式与临界条件及其对洞庭湖水文情势影响研究”(湘水科计[2017]230-16)
  • 【文献出处】 水利科技与经济 ,Water Conservancy Science and Technology and Economy , 编辑部邮箱 ,2019年09期
  • 【分类号】TV131.6
  • 【被引频次】7
  • 【下载频次】124
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