湍流
边界层
机械
水力学
明渠流量
湍流模型
地质学
横截面
雷诺应力
剪切(地质)
剪切速度
湍流动能
雷诺数
物理
岩土工程
热力学
工程类
结构工程
岩石学
作者
Donald W. Knight,K. Shiono
标识
DOI:10.1080/00221689009499085
摘要
The paper describes some turbulence measurements carried out in the SERC Flood Channel Facility at Hydraulics Research Ltd., Wallingford, U.K. The facility represents a large scale model of a river system with floodplains, and is designed to produce fully developed boundary layer flows with transverse shear. This article presents some of the open channel flow data, including measurements of the primary velocity, Ū/u ∗, the distribution of turbulent intensities, u1/u∗ , v1/u∗ , and w1/u∗ , the kinetic energy, k/u2∗ , and the Reynolds stresses τzx and τyx in the region of strong lateral shear induced by transverse variation in depth. Attention is focussed on the non linear nature of the Reynolds stresses in the shear layer, flow structures and the lateral variations in eddy viscosity and local friction factor.
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