Transactions of the American Society of Civil Engineers volume 11
Transactions of the American Society of Civil Engineers volume 11
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In our eReader you can find the full English version of the book. Read Transactions of the American Society of Civil Engineers volume 11 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 Transactions of the American Society of Civil Engineers volume 11
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05.
Comparing the results with observation, he concludes that /\ is com- posed of two parts, one due to the friction of the bed, the other to eddies. When the rise is gentle, or the change of height not abrupt, the eddies are very slight ; A represents friction only, and is very small. H as calculated agrees very closely with H as observed. When the rise [ressaut) is sudden, {he friction is slight (being on a very short length); that part of A due to change of section is great, and /fas observe...d is less than H as given by calculation.
In the Aqueduct Bridge of Crau (Canal de Craponne), the rise (Fig. 13, Plate XXI), is caused by a sudden and considerable reduction of the rate of slope of the bottom. The calculated rise due to difference of velocities was 0. 56m ; the height of rise observed was 0. 45m; the loss of head therefore due to the sudden change of section (eddies, &c. ) was 0. 11?re.
In the aqueduct of Marseilles, the ressaut (Fig. 14, Plate XXI), occurs at the lower end of the aqueduct bridge of Roquefavour, and is due chiefly to the sudden enlargement of section in passing from the masonry channel to the open canal, to a curve, and to a slight counter- slope below.
What to read after Transactions of the American Society of Civil Engineers volume 11?
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To quickly assess the difficulty of the text, read a short excerpt:
05.
Comparing the results with observation, he concludes that /\ is com- posed of two parts, one due to the friction of the bed, the other to eddies. When the rise is gentle, or the change of height not abrupt, the eddies are very slight ; A represents friction only, and is very small. H as calculated agrees very closely with H as observed. When the rise [ressaut) is sudden, {he friction is slight (being on a very short length); that part of A due to change of section is great, and /fas observe...d is less than H as given by calculation.
In the Aqueduct Bridge of Crau (Canal de Craponne), the rise (Fig. 13, Plate XXI), is caused by a sudden and considerable reduction of the rate of slope of the bottom. The calculated rise due to difference of velocities was 0. 56m ; the height of rise observed was 0. 45m; the loss of head therefore due to the sudden change of section (eddies, &c. ) was 0. 11?re.
In the aqueduct of Marseilles, the ressaut (Fig. 14, Plate XXI), occurs at the lower end of the aqueduct bridge of Roquefavour, and is due chiefly to the sudden enlargement of section in passing from the masonry channel to the open canal, to a curve, and to a slight counter- slope below.
What to read after Transactions of the American Society of Civil Engineers volume 11?
You can find similar books in the "Read Also" column, or choose other free books by American Society of Civil Engineers to read onlineMoreLess
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