Practical Hydraulic Formulae for the Distribution of Water Through Long ...
Practical Hydraulic Formulae for the Distribution of Water Through Long ...
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In our eReader you can find the full English version of the book. Read Practical Hydraulic Formulae for the Distribution of Water Through Long ... 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 Practical Hydraulic Formulae for the Distribution of Water Through Long ...
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The following formulae are taken from Claudel's Aide Metnoire, ninth edition.
First, — When the change is from one pipe to another of smaller diameter, we have : whence: *~****2V h = 0.00076 V« V being the velocity of the water in tne smaller pipe. We have seen, by examples previously given, how this velocity may be obtained.
* The same result may be inferred from what has been said in Chapter L about a pipe la'd so that lis axis colnoides witb the hydraulic (rrade line. Obyiuusly, a ▼ertlcal p...ipe dischaigiog downward is a special cage i f guch coincidence.
PRACTICAL HYDRAUUC FORMULAS. 61 Second. — If the water (Fig. 13), in its passage from the greater to the smaller pipe^ passes through an opening in a thin diaphragm, Fio. la.
as in the case of a partially opened stop-cock, we have : in which Fis the Telocity in By iS'the area of cross-section of By and 8* the area of the opening in the diaphragm.
Third, — When the flow is from one pipe to another of larger diameter : iV—V)* in which V = velocity in small pipe, and V = velocity in larger one.
What to read after Practical Hydraulic Formulae for the Distribution of Water Through Long ...?
You can find similar books in the "Read Also" column, or choose other free books by Edward Sherman Gould to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
The following formulae are taken from Claudel's Aide Metnoire, ninth edition.
First, — When the change is from one pipe to another of smaller diameter, we have : whence: *~****2V h = 0.00076 V« V being the velocity of the water in tne smaller pipe. We have seen, by examples previously given, how this velocity may be obtained.
* The same result may be inferred from what has been said in Chapter L about a pipe la'd so that lis axis colnoides witb the hydraulic (rrade line. Obyiuusly, a ▼ertlcal p...ipe dischaigiog downward is a special cage i f guch coincidence.
PRACTICAL HYDRAUUC FORMULAS. 61 Second. — If the water (Fig. 13), in its passage from the greater to the smaller pipe^ passes through an opening in a thin diaphragm, Fio. la.
as in the case of a partially opened stop-cock, we have : in which Fis the Telocity in By iS'the area of cross-section of By and 8* the area of the opening in the diaphragm.
Third, — When the flow is from one pipe to another of larger diameter : iV—V)* in which V = velocity in small pipe, and V = velocity in larger one.
What to read after Practical Hydraulic Formulae for the Distribution of Water Through Long ...?
You can find similar books in the "Read Also" column, or choose other free books by Edward Sherman Gould to read onlineMoreLess
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