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  • 1970-1974  (4)
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  • 1
    Electronic Resource
    Electronic Resource
    Springer
    Water, air & soil pollution 1 (1972), S. 322-336 
    ISSN: 1573-2932
    Source: Springer Online Journal Archives 1860-2000
    Topics: Energy, Environment Protection, Nuclear Power Engineering
    Notes: Abstract This paper describes experiments in which small volumesV of heavy fluid were released in the uppermost of two uniform layers of fluid and the degree of penetration into the lower layer determined. When the injected fluid had no initial velocity and was initially a distanceZ′ above the interface between the two layers, less than about ten percent of it continued into the lower layer whenA = ( Q2 − Q1 )Z′ 8/( Qi − Q1 )V was greater than 29; more than about 90% continued into the lower layer if A was less than 1.5. Pi and 02 are the densities of the upper and lower layers of fluid, respectively, andQ1 is the density of the injected fluid. When the heavy fluid was injected with an initial velocity a vortex ring formed. The vortex ring was found to remain intact during its travel in the lower layer if Λ was less than 0.2 (K2/F)3 whereK is the initial circulation of the injected fluid andF=g(( Q −Q1 )/Qi)V is the buoyancy parameter associated with this fluid while in the upper layer. For values of Λ 〈 0.3 (K2/F)3, although these rings broke in the lower layer, it appeared that more than 90 % of the ring fluid continued in the lower layer.
    Type of Medium: Electronic Resource
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  • 2
    Publication Date: 1972-07-01
    Print ISSN: 0049-6979
    Electronic ISSN: 1573-2932
    Topics: Energy, Environment Protection, Nuclear Power Engineering
    Published by Springer
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  • 3
    Publication Date: 1971-10-01
    Description: This paper describes some laboratory and numerical experiments made on the longitudinal dispersion in an open channel flow. Particular attention has been paid to the initial stages of the process. Physical arguments suggest that the streamwise dispersion of a line of marked fluid elements across a two-dimensional turbulent shear flow occurs in three distinct stages. These stages are identified by a change in the form of the distribution of marked fluid elements in the flow direction. The skewed distribution of the first stage is readily identified by a constant value (approximately 1-1) for the ratio of the peak velocity (V,) of the distribution to the mean-flow velocity [formula omited] experiments using dyed fluid, made at this stage of the process, have revealed six identifiable features of the suggested distribution. The distributions suggested for the second and the third stage are consistent with the experimental findings of Elder (1959) for the second stage and Taylor (1954) for the third stage. An attempt has been made to simulate the process numerically using a Markovian model. The results of the simulation confirm features suggested by physical arguments and are in agreement with the open channel experiments. The Lagrangian autocorrelation function is found to be related to the Lagrangian velocity-history of marked fluid released from extreme positions on the flow cross-section. The correlation function, as expressed in terms of the velocity-history function provided by the numerical simulation, is [formula omited] where u* is the friction velocity and U(y′) is the temporal mean velocity at a (non-dimensionalized) distance y′ from the flow boundary. In an open channel flow at a Reynolds number (based on friction velocity and channel depth) of 500, the numerical simulation provides the value of b = 0·536. The results of an experiment, in which the three-dimensional motion of small neutrally buoyant spheres was recorded in many small discrete time intervals, corroborate the theoretical suggestions and simulation results. © 1971, Cambridge University Press. All rights reserved.
    Print ISSN: 0022-1120
    Electronic ISSN: 1469-7645
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Physics
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  • 4
    Publication Date: 1971-06-14
    Description: Repeated observations of dye plumes on Lake Huron are interpreted according to the theoretical proposals of Richardson (1926) and Batchelor (1952) about the characteristics of a dispersing cloud of marked fluid within a field of homogeneous turbulence. The results show the average of several instantaneous concentration distributions about their centre of gravity to be approximately Gaussian and the distance-neighbour function to be of approximately Gaussian form. The data are consistent with the theoretical description given by Batchelor, namely, [formula omited] where q(y, t) is the distance-neighbour function and α is the constant of the ‘4/3-power law’. The average value of α is estimated to be 0·12 cm2/3 sec⊟1. The rate of turbulent energy dissipation in the near-surface currents of Lake Huron is estimated as ε ∼ 2·1 × 10⊟3 cm2sec⊟3. © 1971, Cambridge University Press. All rights reserved.
    Print ISSN: 0022-1120
    Electronic ISSN: 1469-7645
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Physics
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