Index to Transactions, Volumes I to Lxxxiii (1867-1920)
Index to Transactions, Volumes I to Lxxxiii (1867-1920)
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In our eReader you can find the full English version of the book. Read Index to Transactions, Volumes I to Lxxxiii (1867-1920) Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Index to Transactions, Volumes I to Lxxxiii (1867-1920)
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Digitized by VjOOQIC 238 mpted its flow and reduced it to a kiod of elongated basin, with an almost inappreciable slope. The relation of discharge to height of water surface resembles the law of discharge over a weir, and suggests their dependence upon the level of the dam or the bar below them. It will be observed that small as are the slopes, their effect is much less than would be indicated by Eutter's or any other slope formula, unless indeed the bed is very rough, which it is understood, w...as not the case.
Mr. McMath has shown that these observations conform very nearly to his newly published law, that in certain (numerous) cases that velocity varies directly as the stage.
The same results have been observed before in a similar case— that is, the Ch^zy co-efficient of velocity, has been found to diminish very rapidly and become very low, about the same as here, viz. : 62, when the stage approached lowest water. This upon a pool 10 miles long, 5 to 12 feet deep at low water, closed at its lower end by a bar, having a narrow, shallow channel.
What to read after Index to Transactions, Volumes I to Lxxxiii (1867-1920)?
You can find similar books in the "Read Also" column, or choose other free books by American Society of Civil Engineers. Transactions of the American Society of Civil Engineers. (Indexes) to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
Digitized by VjOOQIC 238 mpted its flow and reduced it to a kiod of elongated basin, with an almost inappreciable slope. The relation of discharge to height of water surface resembles the law of discharge over a weir, and suggests their dependence upon the level of the dam or the bar below them. It will be observed that small as are the slopes, their effect is much less than would be indicated by Eutter's or any other slope formula, unless indeed the bed is very rough, which it is understood, w...as not the case.
Mr. McMath has shown that these observations conform very nearly to his newly published law, that in certain (numerous) cases that velocity varies directly as the stage.
The same results have been observed before in a similar case— that is, the Ch^zy co-efficient of velocity, has been found to diminish very rapidly and become very low, about the same as here, viz. : 62, when the stage approached lowest water. This upon a pool 10 miles long, 5 to 12 feet deep at low water, closed at its lower end by a bar, having a narrow, shallow channel.
What to read after Index to Transactions, Volumes I to Lxxxiii (1867-1920)?
You can find similar books in the "Read Also" column, or choose other free books by American Society of Civil Engineers. Transactions of the American Society of Civil Engineers. (Indexes) to read onlineMoreLess
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