提出了一种求解龙抬头泄洪洞反弧段流场的新方法——流线迭代法。
A new approach streamline iteration method for calculating flow field of flood tunnel bucket is presented.
本文从系统研究二元明流反弧段的水力特性入手，探讨反弧段的空化特性。
After systematical research on the related hydraulic characteristics is carried out those of cavitation are further investigated.
研究表明，溢流坝反弧段内流动存在着微弱的三维结构，流的三维性主要由侧壁边界层及表面棱形波造成。
This may be caused by the side wall boundary layer and prismatic wave on the surface of the flow.
本文利用高速水力学国家重点实验室的激光测速系统，对两种反弧半径，三种不同粗糙度的溢流反弧段的水流流速进行了量测。
The velocities over the spillway buckets of three roughness surfaces and two radius are measured by LDV in the National Key Laboratory of the Hydraulics for the High-velocity of CUST.
本文利用高速水力学国家重点实验室的激光测速系统，对两种反弧半径，三种不同粗糙度的溢流反弧段的水流流速进行了量测。
The velocities over the spillway buckets of three roughness surfaces and two radius are measured by LDV in the National Key Laboratory of the Hydraulics for the High-velocity of CUST.
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