Lowell Hydraulic Experiments Being a Selection From Experiments On Hydraulic Mot
Lowell Hydraulic Experiments Being a Selection From Experiments On Hydraulic Mot
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In our eReader you can find the full English version of the book. Read Lowell Hydraulic Experiments Being a Selection From Experiments On Hydraulic Mot 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 Lowell Hydraulic Experiments Being a Selection From Experiments On Hydraulic Mot
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To quickly assess the difficulty of the text, read a short excerpt:
4000 " Difference ........... - ...... . 0. 1294 Then D (art. 232) = = 0. 0152.
The mean section of the water-way in the flume was 41. 76 X 8. 5294 = 356. 188 square feet And the quantity of water passing, by the tube measurement, was 356. 188 X 2. 4311 865. 929 cubic feet per second = #".
This is to be corrected by formula (2. ), art. 233.
Substituting for D its value 0. 0152, -we have for the coefficient of correction 1 _ 0. 116 (v/^> 0. 1) = 0. 99730 (see table XXIX. ) and the corrected quan...tity Q'" = 0. 99730 X 865. 929 = 863. 59 cubic feet per second.
244. In the preceding example the entire volume of water flowing through the canal was gauged. It often happens that only a portion of the entire flow of the stream is to be gauged, namely, the quantity drawn out of the canal at a single orifice or branch canal. In this case a flume of suitable dimensions is constructed and connected with, the edges of the orifice or the sides and bottom of the branch canal, so that no water can enter the orifice or branch canal except through the measuring flume.
What to read after Lowell Hydraulic Experiments Being a Selection From Experiments On Hydraulic Mot?
You can find similar books in the "Read Also" column, or choose other free books by James B James Bicheno Francis to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
4000 " Difference ........... - ...... . 0. 1294 Then D (art. 232) = = 0. 0152.
The mean section of the water-way in the flume was 41. 76 X 8. 5294 = 356. 188 square feet And the quantity of water passing, by the tube measurement, was 356. 188 X 2. 4311 865. 929 cubic feet per second = #".
This is to be corrected by formula (2. ), art. 233.
Substituting for D its value 0. 0152, -we have for the coefficient of correction 1 _ 0. 116 (v/^> 0. 1) = 0. 99730 (see table XXIX. ) and the corrected quan...tity Q'" = 0. 99730 X 865. 929 = 863. 59 cubic feet per second.
244. In the preceding example the entire volume of water flowing through the canal was gauged. It often happens that only a portion of the entire flow of the stream is to be gauged, namely, the quantity drawn out of the canal at a single orifice or branch canal. In this case a flume of suitable dimensions is constructed and connected with, the edges of the orifice or the sides and bottom of the branch canal, so that no water can enter the orifice or branch canal except through the measuring flume.
What to read after Lowell Hydraulic Experiments Being a Selection From Experiments On Hydraulic Mot?
You can find similar books in the "Read Also" column, or choose other free books by James B James Bicheno Francis to read onlineMoreLess
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