Handbook of Hydraulics for the Solution of Hydraulic Problems
Handbook of Hydraulics for the Solution of Hydraulic Problems
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In our eReader you can find the full English version of the book. Read Handbook of Hydraulics for the Solution of Hydraulic Problems 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 Handbook of Hydraulics for the Solution of Hydraulic Problems
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To quickly assess the difficulty of the text, read a short excerpt:
It will not be practicable to give a table of values of ^2, for gradual enlargement, as H2 in this case varies with three functions — the angle of the cone, the ratio of diameter of two pipes, and the velocity.
Loss of Head Due to Contractions. — Merrimau^ suggests the 1 Pmup A. MoBUBT Parkbb: The Control of Water, pp. 796-800.
' Mansfield Mbbbim an : Treatise on Hydraulics, p. 183.
Digitized by VjOOQ IC FLOW OF WATER THROUGH PIPES 167 Hz^ (i -l)'^. (29) fdlowing formula for determining the los...s of head diic to sudden contraction : in which v is the velocity in the smaller pipe and c= 0.582 +:5^^ (30) r being the ratio of diameters of the two pipes.
^rightmore^ experimented on pipes 6 inches in diameter con« tracted to 4 inches and 3 inches, the mean of his results being represented approximately by the formula ^^^ 0.7(..-..)' (31) Paricer' suggests that formula (29) be used for higher velocities when the head lost is 1 foot or more while formula (31) is more reliable for smaller losses of head.
What to read after Handbook of Hydraulics for the Solution of Hydraulic Problems?
You can find similar books in the "Read Also" column, or choose other free books by Horace Williams King to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
It will not be practicable to give a table of values of ^2, for gradual enlargement, as H2 in this case varies with three functions — the angle of the cone, the ratio of diameter of two pipes, and the velocity.
Loss of Head Due to Contractions. — Merrimau^ suggests the 1 Pmup A. MoBUBT Parkbb: The Control of Water, pp. 796-800.
' Mansfield Mbbbim an : Treatise on Hydraulics, p. 183.
Digitized by VjOOQ IC FLOW OF WATER THROUGH PIPES 167 Hz^ (i -l)'^. (29) fdlowing formula for determining the los...s of head diic to sudden contraction : in which v is the velocity in the smaller pipe and c= 0.582 +:5^^ (30) r being the ratio of diameters of the two pipes.
^rightmore^ experimented on pipes 6 inches in diameter con« tracted to 4 inches and 3 inches, the mean of his results being represented approximately by the formula ^^^ 0.7(..-..)' (31) Paricer' suggests that formula (29) be used for higher velocities when the head lost is 1 foot or more while formula (31) is more reliable for smaller losses of head.
What to read after Handbook of Hydraulics for the Solution of Hydraulic Problems?
You can find similar books in the "Read Also" column, or choose other free books by Horace Williams King to read onlineMoreLess
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