1. |
THEIR ROLE IN THE INITIAL DISPERSION OF A SURFACE FIELD |
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Journal of Hydraulic Research,
Volume 14,
Issue 1,
1976,
Page 1-7
D. H. Bache,
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摘要:
A simple methode of the early behaviour of a density surge is developed on the basis of inviscid flow theory. Combining the surge picture with the behaviour of a vortex system in proximity to a surface, an estimate is obtained for the initial rate of spread of a buoyant density field.
ISSN:0022-1686
DOI:10.1080/00221687609499683
出版商:Taylor & Francis Group
年代:1976
数据来源: Taylor
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2. |
THE MOVEMENT OF SURGES IN A TURBULENT ENVIRONMENT AND THEIR ROLE IN SURFACE FIELD DISPERSION |
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Journal of Hydraulic Research,
Volume 14,
Issue 1,
1976,
Page 8-16
D. H. Bache,
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摘要:
The behaviour of isolated blocks of fluid propagating at the surface of a turbulent stream is predicted, applying the concepts of entrainment and the open parcel representation of invironmental mixing. The predictions are linked to the dispersion of a uniform density field released at the surface of a stream flow and apply to the phase of lateral spread following development of density surges at the field edges.
ISSN:0022-1686
DOI:10.1080/00221687609499684
出版商:Taylor & Francis Group
年代:1976
数据来源: Taylor
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3. |
OBLIQUE IMPINGEMENT OF CIRCULAR TURBULENT JETS |
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Journal of Hydraulic Research,
Volume 14,
Issue 1,
1976,
Page 17-36
S. Beltaos,
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摘要:
The oblique impingement of circular turbulent jets on smooth walls has been studied both experimentally and analytically. This type of flow represents a considerable degree of geometrical generality as the flow is three-dimensional in its main portion. An inductive, semi-empirical method has been developed to predict wall pressures in the impingement region. Wall shear stress in the same region has been measured on the symmetry plane and an analytical method has been presented for its prediction. For prediction of flow properties in the wall jet region, a theory has been developed which is based on boundary-layer approximations of the Reynolds equations of motion and upon the similarity of radial velocity profiles. It is shown that the flow is quasi-axisymmetric, i.e. flow takes place along radial lines with shear stresses between radial planes being very small. The thickness of the wall jet grows linearly on each radial at a universal slope. The local skin friction factor remains constant along radials and moreover it is independent of any other parameter of the problem exceptR0. Further, it is shown thatum/U0α1/(r/d), the proportionality factor being a function of Π and θ. This function was derived semi-empirically and was shown to be a reasonable description of the experiments.
ISSN:0022-1686
DOI:10.1080/00221687609499685
出版商:Taylor & Francis Group
年代:1976
数据来源: Taylor
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4. |
A CONDUCTIVITY FLOW METER |
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Journal of Hydraulic Research,
Volume 14,
Issue 1,
1976,
Page 37-44
P. H. John,
F. A. Johnson,
P. Sutcliffe,
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摘要:
The C.F.M. has been shown to be a useful modification to existing salt velocity methods of flow measurement. The advantages over more traditional techniques can be summarised as follows.
ISSN:0022-1686
DOI:10.1080/00221687609499686
出版商:Taylor & Francis Group
年代:1976
数据来源: Taylor
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5. |
EXPERIMENTAL AND THEORETICAL INVESTIGATIONS IN AN OSCILLATORY TURBULENT BOUNDARY LAYER |
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Journal of Hydraulic Research,
Volume 14,
Issue 1,
1976,
Page 45-60
Ivar G. Jonsson,
Niels A. Carlsen,
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摘要:
The oscillatory flow near the sea bed under a wave motion is always rough turbulent in a coastal zone. This type of an oscillatory boundary layer (or “wave boundary layer”) was therefore chosen as a subject for detailed velocity measurements, from which characteristics such as shear stresses, eddy viscosities, energy loss, and boundary layer thickness were determined.
ISSN:0022-1686
DOI:10.1080/00221687609499687
出版商:Taylor & Francis Group
年代:1976
数据来源: Taylor
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6. |
TIDE-INDUCED MASS TRANSPORT; A FLUSHING MECHANISM FOR SHALLOW LAGOONS |
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Journal of Hydraulic Research,
Volume 14,
Issue 1,
1976,
Page 61-67
J. Van De Kreeke,
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摘要:
Based on the one-dimensional long wave equations a discussion of the physics underlying the tide-induced mass transport in lagoons is presented. It follows from the dynamic equation that the bottom stress associated with the mass transport serves to balance the gradient of the radiation stress and the net bottom stress associated with the (tidal) waves. The mass transport is at best of 0(a/h) (a= tidal amplitude,h= depth).
ISSN:0022-1686
DOI:10.1080/00221687609499688
出版商:Taylor & Francis Group
年代:1976
数据来源: Taylor
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7. |
ON ROLLING-GRAIN RIPPLES |
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Journal of Hydraulic Research,
Volume 14,
Issue 1,
1976,
Page 69-81
J. F. A. Sleath,
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摘要:
Analytical relations are derived for the wavelength of rolling-grain ripples formed by the action of water waves. Experiments with a tray of sediment oscillated in a tank of still water are reported.The results appear to confirm the theoretical relation obtained for very mobile sediments.
ISSN:0022-1686
DOI:10.1080/00221687609499689
出版商:Taylor & Francis Group
年代:1976
数据来源: Taylor
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8. |
Book Reviews |
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Journal of Hydraulic Research,
Volume 14,
Issue 1,
1976,
Page 83-87
J. O. Hinze,
D. M. Mcdowell,
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摘要:
ADVANCED FLUID MECHANICSan introduction by A. J. RAUDKIVI and R. A. CALLANDER, Published by Edward Arnold (Publishers) Ltd., 1975, 25 Hill Street, London W1X 8LL. Price £ 12.00 net.
ISSN:0022-1686
DOI:10.1080/00221687609499690
出版商:Taylor & Francis Group
年代:1976
数据来源: Taylor
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9. |
River regime with special reference to river Nile |
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Journal of Hydraulic Research,
Volume 14,
Issue 1,
1976,
Page 89-91
Mohammad Akram Gill,
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ISSN:0022-1686
DOI:10.1080/00221687609499691
出版商:Taylor & Francis Group
年代:1976
数据来源: Taylor
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10. |
Editorial Board |
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Journal of Hydraulic Research,
Volume 14,
Issue 1,
1976,
Page -
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ISSN:0022-1686
DOI:10.1080/00221687609499682
出版商:Taylor & Francis Group
年代:1976
数据来源: Taylor
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