| 1. |
Random Walk Model For Motion Of A Solid Particle In Turbulent Open-Channel Flow |
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Journal of Hydraulic Research,
Volume 10,
Issue 1,
1972,
Page 1-14
Mehmetçik Bayazit,
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ISSN:0022-1686
DOI:10.1080/00221687209500016
出版商:Taylor & Francis Group
年代:1972
数据来源: Taylor
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| 2. |
A Note On The Measurement Of Planar Velocity Fields By Stereo-Photogrammetry |
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Journal of Hydraulic Research,
Volume 10,
Issue 1,
1972,
Page 15-26
R. Butterfield,
R. M. Harkness,
K. Z. Andrawes,
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ISSN:0022-1686
DOI:10.1080/00221687209500017
出版商:Taylor & Francis Group
年代:1972
数据来源: Taylor
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| 3. |
Some Aspects Of Analyzing Transverse Diffusion In Rivers |
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Journal of Hydraulic Research,
Volume 10,
Issue 1,
1972,
Page 27-57
E. R. Holley,
J. Siemons,
G. Abraham,
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ISSN:0022-1686
DOI:10.1080/00221687209500018
出版商:Taylor & Francis Group
年代:1972
数据来源: Taylor
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| 4. |
Sedimentation In Inclined Tubes And Its Application For The Design Of High Rate Sedimentation Devices |
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Journal of Hydraulic Research,
Volume 10,
Issue 1,
1972,
Page 59-75
Francis Clay Mcmichael,
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ISSN:0022-1686
DOI:10.1080/00221687209500019
出版商:Taylor & Francis Group
年代:1972
数据来源: Taylor
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| 5. |
Flow Under A Weir On Soil Underlain By Sloping Impervious Layer |
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Journal of Hydraulic Research,
Volume 10,
Issue 1,
1972,
Page 77-91
A. Siva Reddy,
G. C. Mishra,
K. Seetharamiah,
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摘要:
Using Schwarz-Christoffel transformation, an analysis is presented for finding the quantity of seepage, exit gradient and pressure distribution for a weir with an inclined sheet pile embedded in a homogeneous and isotropic porous medium underlain by an inclined impervious boundary. It is found that the inclination of the sheet pile has considerable influence on the quantity of seepage and exit gradient. The solution is useful for analysis of flow characteristics associated with a stepped weir having a vertical sheet pile for any anisotropic nature of the porous medium.
ISSN:0022-1686
DOI:10.1080/00221687209500020
出版商:Taylor & Francis Group
年代:1972
数据来源: Taylor
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| 6. |
Effect Of Water Table Configuration On Ground Water Flow Fields |
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Journal of Hydraulic Research,
Volume 10,
Issue 1,
1972,
Page 93-111
Mohsen Shahbazi,
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摘要:
The Laplace equation was solved analytically in two dimensional homogeneous, isotropic ground water flow fields for different water table configurations with the aid of least square method.
ISSN:0022-1686
DOI:10.1080/00221687209500021
出版商:Taylor & Francis Group
年代:1972
数据来源: Taylor
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| 7. |
The necessity of allowing for the Reech-Froude condition in the similarity of turbulent hydro-elastic phenomena by L. Levin. |
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Journal of Hydraulic Research,
Volume 10,
Issue 1,
1972,
Page 113-125
P. A. Kolkman,
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ISSN:0022-1686
DOI:10.1080/00221687209500022
出版商:Taylor & Francis Group
年代:1972
数据来源: Taylor
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| 8. |
Sediment Transportation In Alluvial Streams |
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Journal of Hydraulic Research,
Volume 10,
Issue 1,
1972,
Page 127-131
J. L. Bogárdi,
Ö. Starosolszky,
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ISSN:0022-1686
DOI:10.1080/00221687209500023
出版商:Taylor & Francis Group
年代:1972
数据来源: Taylor
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| 9. |
Editorial Board |
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Journal of Hydraulic Research,
Volume 10,
Issue 1,
1972,
Page -
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ISSN:0022-1686
DOI:10.1080/00221687209500015
出版商:Taylor & Francis Group
年代:1972
数据来源: Taylor
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