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在流动水体中周边射流的稀释 被引量:1

Mixing of Horizontal Radial Jets in a Current
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摘要 本文提出用带活动盖板的喷口形式防止海水与泥沙入侵甚至破坏水下放流系统,并增加污水出口初始稀释度。应用自相似假说分析得到了这种喷口形成的水平周边射流的最大速度衰减率为r^(-1.5),由此根据运动叠加原理推导了在流动水体中近区污水场形状和稀释度的计算公式。同时从紊动混合的机理出发推导了污水场后续扩散与稀释的计算公式。实验证明水平周边射流比垂直自由射流初始稀释度大很多,且污水出露点大为远移。 A type of port with a movable cover is designed to increase initial dilution and prevent sea water and sediments from intruding into outfall systems. Horizontal radial jets produced by this type of port in a current are investigated experimentally and theoretically. The analysis based on Reynolds' equations and self-similarity hypothesis gives that the maximum velocity of radial jets decay with r-1.5. The ralationships between the width, thickness, average dilution of a submerged wastefield along flow cause and the parameters of the port, jet, ambient are estabilished quantitatively and verified by experiments. It is demonstrated that dilution of horizontal radial jets is much higher than that of vertical round jets and surface boil point of the former is much more distant than that of the latter.
出处 《水动力学研究与进展(A辑)》 CSCD 北大核心 1991年第4期107-115,共9页 Chinese Journal of Hydrodynamics
关键词 射流掺混 扩散器 稀释度 污水处置 outfall design, jet mixing, dilution prediction, wastewater disposal, turbulent mixing.
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  • 1Joseph H W Lee, Peter Neville Jones. Initial dilution of horizontal jet in crossflow[J]. Journal of Hydraulic Engineering, 1987,113(5) : 615-629.
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  • 7郑英铭,张万菡,王万杰.紊动射流的近区初始稀释[J].河海大学学报(自然科学版),1991,19(5):68-75. 被引量:2
  • 8孙鹤泉,康海贵,李广伟.PIV的原理与应用[J].水道港口,2002,23(1):42-45. 被引量:50
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