Turbulent Structures and the associated sucliment transport
湍流结构和相关的水分输送
基本信息
- 批准号:05555144
- 负责人:
- 金额:$ 9.98万
- 依托单位:
- 依托单位国家:日本
- 项目类别:Grant-in-Aid for Developmental Scientific Research (B)
- 财政年份:1993
- 资助国家:日本
- 起止时间:1993 至 1994
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
Turbulence measurements over smooth wall in unsteady open-channel flows were conducted accurately by the simultaneous use of two-component LDA system and waterwave gauges. The "general" log-law distributions in which the von Karman constant is universal one of k=0.41 but the integration constant A is a function of main-flow conditions, were satisfied well in the wall region for both the rising and falling stages of flood. On the other hand, the log-wake law was reasonably applied to the outer region including the depth-varying zone. The Coles'wake parameter PI increased for the rising stage, whereas it decreased for the falling one. The turbulence is stronger for the rising stage than for the falling one, except for very near the free surface. These unsteady characteristics in open-channel flows with varying the water surface are quite different from those in closed duct flows. Of particular significance is the findings of counterclockwise loop of the velocity and turbulence against the varying depth in unsteady open-channel flows.Next, in the further study, images of very small 100 mum diameter particles uniformly suspended in compound open-channel flows were recorded on an optic disc using a high-sensitive CCD camera and 2W Argon-ion laser slit illumination techniques. Instantaneous velocities at each point in the laser slit plane were measured from these continuous four images of one particle. This new technique called the "Particle-Tracking Velocimetry (PTV)" seems to be very powerful to investigate space-time correlation structures of coherent vortices of turbulence using the conditional sampling method of quadrant motions of velocity components because simultaneous velocity components can be obtained at all grid points of arbitrary section plane of water flows.
采用双分量LDA系统和水波计同时进行了非定常明渠光滑壁面湍流度的精确测量。在洪水上升和下降阶段,壁面区域都能很好地满足“一般”对数分布,其中von Karman常数是k=0.41的通用对数分布,而积分常数A是主流条件的函数。另一方面,对数尾流规律在包括变深区在内的外部区域得到了合理的应用。高斯尾流参数PI在上升阶段增大,在下降阶段减小。除了非常接近自由表面外,上升阶段的湍流比下降阶段更强。随水面变化的明渠流动的非定常特性与封闭管道流动的非定常特性有很大不同。特别有意义的是在非定常明渠流动中速度和湍流度随深度变化的逆时针循环的发现。接下来,在进一步的研究中,使用高灵敏度CCD相机和2W氩离子激光狭缝照明技术,在视盘上记录了均匀悬浮在复合明渠流动中的非常小的100 μ m直径颗粒的图像。在激光狭缝平面上每一点的瞬时速度由这四个连续的粒子图像测量得到。这种被称为“粒子跟踪测速(PTV)”的新技术,由于可以在水流的任意截面上的所有网格点同时获得速度分量,因此利用速度分量的象限运动的条件采样方法来研究湍流相干涡的时空相关结构似乎是非常强大的。
项目成果
期刊论文数量(6)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
禰津 家久: "開水路の非定常流れの乱流構造" 第26回乱流シンポ論文集. 270-273 (1994)
Iehisa Nezu:“开放通道中非定常流动的湍流结构”第 26 届湍流研讨会论文集 270-273 (1994)。
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- 发表时间:
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- 影响因子:0
- 作者:
- 通讯作者:
祢津家久,冨永晃宏,中川博次: "河川乱流の野外計測と2次流に関する研究" 土木学会論文集. No.467. 49-56 (1993)
Iehisa Nezu、Akihiro Tominaga、Hirotsugu Nakakawa:“河流湍流和二次流的现场测量研究”日本土木工程师学会学报第 467. 49-56 号(1993 年)。
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- 影响因子:0
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- 通讯作者:
Nezu, I.: "Compound Open-Channel Turbulence and its Role in River Environment- Significance of Secondary Currents -" 9th Congress of the Asian and Pacific Division of the International Association for Hydraulic Research, Keynote Lecture. Syngapore. 1-14 (
Nezu, I.:“复合明渠湍流及其在河流环境中的作用——二次流的意义——”国际水利研究协会亚太分会第九届大会,主题演讲。
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- 影响因子:0
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禰津家久: "自由水面領域の非定常乱流特性に関する研究" 土木学会論文集. 509. 121-130 (1995)
Iehisa Nezu:“自由水面区域非定常湍流特性的研究”日本土木工程师学会学报 509. 121-130 (1995)。
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- 发表时间:
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- 影响因子:0
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禰津 家久: "開水路乱流の粘性底層および壁面領域に及ぼす非定常効果(掲載予定)" 水工論文集. 第39巻. (1995)
根津家久:“明渠湍流对粘性底层和壁面区域的不稳定影响(待出版)”《水利工程学报》,第 39 卷(1995 年)
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NAKAGAWA Hiroji其他文献
NAKAGAWA Hiroji的其他文献
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{{ truncateString('NAKAGAWA Hiroji', 18)}}的其他基金
Study on river engineering oriented to cotroll of river formation and vegetation
以河流形成和植被控制为导向的河流工程研究
- 批准号:
05302040 - 财政年份:1993
- 资助金额:
$ 9.98万 - 项目类别:
Grant-in-Aid for Co-operative Research (A)
Study on Generalized theory for Sediment Transport Process in Unsteady Flow
非定常流泥沙输送过程广义理论研究
- 批准号:
02452203 - 财政年份:1990
- 资助金额:
$ 9.98万 - 项目类别:
Grant-in-Aid for General Scientific Research (B)
Control of Coherent Vortex Shedding from Separated Open Channel Flow.
分离明渠流相干涡旋脱落的控制。
- 批准号:
01850120 - 财政年份:1989
- 资助金额:
$ 9.98万 - 项目类别:
Grant-in-Aid for Developmental Scientific Research (B).
各種水域の乱流構造特性とその移動床問題への水工学的応用に関する研究
各类水体湍流结构特征及其在移动床问题中的水利工程应用研究
- 批准号:
01302046 - 财政年份:1989
- 资助金额:
$ 9.98万 - 项目类别:
Grant-in-Aid for Co-operative Research (A)
Stochastic Approach to Sediment Transport Process by Wave Superimposed on Current.
波浪叠加水流泥沙输送过程的随机方法。
- 批准号:
63460162 - 财政年份:1988
- 资助金额:
$ 9.98万 - 项目类别:
Grant-in-Aid for General Scientific Research (B)
Study on Sediment Transport Process on Permeable Bed
透水床泥沙运移过程研究
- 批准号:
61460167 - 财政年份:1986
- 资助金额:
$ 9.98万 - 项目类别:
Grant-in-Aid for General Scientific Research (B)
Development of Turbulence Control and its Application to Sediment and Mass Transfer
湍流控制的发展及其在沉积物和传质中的应用
- 批准号:
60850100 - 财政年份:1985
- 资助金额:
$ 9.98万 - 项目类别:
Grant-in-Aid for Developmental Scientific Research
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