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1929 Volume 32 Issue 147 Pages
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1929 Volume 32 Issue 147 Pages
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Otogoro MIYAGI
Article type: Article
1929 Volume 32 Issue 147 Pages
305-313
Published: July 18, 1929
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Air bubbles rise in still water with their respective constant terminal velocities as soon as they have started from nozzles, as the writer's former experiment shows. This has been found to be true also in flowing water, so that the displacement with which the bubble is carried down-stream with the water should be proportional to the mean velocity of the stream. This has led the writer to consider the possibility of making use of air bubbles for measuring the mean velocity of flowing water, especially to measure such a low velocity that scarcely any current meters can not be used for measuring it. The method of determining the sizes of bubbles has been shown and the empirical formulae for determining the mean stream velocity by making use of the bubbles has been deduced.
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Iwao OKI
Article type: Article
1929 Volume 32 Issue 147 Pages
314-330
Published: July 18, 1929
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In this paper an attempt is made to establish an empirical formula which covers all the results of the experiments ever made on rectangular weirs with complete or slightly incomplete contractions. The new proposed formula deduced from the results of experiments made by Frese, Steward and Long-well, Yendo, Francis, Fteley and Stearns, Hamilton enables us to compute the coefficients of discharge within an error not exceeding ± 15%, excepting abnormal cases. If the formula be a little modified, it becomes more suitable for shorter weirs. In the formula the complete contraction of the stream flowing over the weir is expressed by a function of the ratio of head to length of the weir. For the bottom effect on the contraction a correction factor involving the height of the crest above the channel bed is introduced. As hitherto has been done by some authors, the effect of viscosity on the vertical contraction, when the head is low, is expressed by a factor involving the reciprocal of head. Besides, the effect of the velocity of approach in the channel is, as usual, taken into account. The functions occurring in the formula are so chosen as to make them very simple in form, and the significant figures of the constants also are chosen as few as possible, so that it may be used very conveniently in practice.
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[in Japanese]
Article type: Article
1929 Volume 32 Issue 147 Pages
237-239
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Article type: Article
1929 Volume 32 Issue 147 Pages
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1929 Volume 32 Issue 147 Pages
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1929 Volume 32 Issue 147 Pages
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1929 Volume 32 Issue 147 Pages
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1929 Volume 32 Issue 147 Pages
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1929 Volume 32 Issue 147 Pages
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1929 Volume 32 Issue 147 Pages
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1929 Volume 32 Issue 147 Pages
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1929 Volume 32 Issue 147 Pages
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1929 Volume 32 Issue 147 Pages
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1929 Volume 32 Issue 147 Pages
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1929 Volume 32 Issue 147 Pages
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