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Hydraulic Tables Coefficients and Formulae

Hydraulic Tables Coefficients and Formulae
Author: John Neville
Publisher: BoD – Books on Demand
Total Pages: 538
Release: 2023-11-17
Genre: Fiction
ISBN: 3385222265

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Reprint of the original, first published in 1875.


Hydraulic Tables, Coefficients, and Formulae, for Finding the Discharge of Water from Orifices, Notches, Weirs, Pipes, and Rivers . .

Hydraulic Tables, Coefficients, and Formulae, for Finding the Discharge of Water from Orifices, Notches, Weirs, Pipes, and Rivers . .
Author: Neville John
Publisher: Hardpress Publishing
Total Pages: 548
Release: 2013-01
Genre:
ISBN: 9781313101820

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Unlike some other reproductions of classic texts (1) We have not used OCR(Optical Character Recognition), as this leads to bad quality books with introduced typos. (2) In books where there are images such as portraits, maps, sketches etc We have endeavoured to keep the quality of these images, so they represent accurately the original artefact. Although occasionally there may be certain imperfections with these old texts, we feel they deserve to be made available for future generations to enjoy.


Hydraulic Tables Coefficients and Formulae

Hydraulic Tables Coefficients and Formulae
Author: John Neville
Publisher: BoD – Books on Demand
Total Pages: 538
Release: 2023-11-17
Genre: Fiction
ISBN: 3385222273

Download Hydraulic Tables Coefficients and Formulae Book in PDF, ePub and Kindle

Reprint of the original, first published in 1875.


Hydraulic Tables Coefficients and Formulae, Second Edition

Hydraulic Tables Coefficients and Formulae, Second Edition
Author: John Neville
Publisher: Palala Press
Total Pages:
Release: 2016-05-21
Genre:
ISBN: 9781358250514

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This work has been selected by scholars as being culturally important, and is part of the knowledge base of civilization as we know it. This work was reproduced from the original artifact, and remains as true to the original work as possible. Therefore, you will see the original copyright references, library stamps (as most of these works have been housed in our most important libraries around the world), and other notations in the work. This work is in the public domain in the United States of America, and possibly other nations. Within the United States, you may freely copy and distribute this work, as no entity (individual or corporate) has a copyright on the body of the work. As a reproduction of a historical artifact, this work may contain missing or blurred pages, poor pictures, errant marks, etc. Scholars believe, and we concur, that this work is important enough to be preserved, reproduced, and made generally available to the public. We appreciate your support of the preservation process, and thank you for being an important part of keeping this knowledge alive and relevant.


Hydraulic Tables, Coefficients and Formulæ, for Finding the Discharge of Water from Orifices, Notches, Weirs, Pipes, and Rivers (Classic Reprint)

Hydraulic Tables, Coefficients and Formulæ, for Finding the Discharge of Water from Orifices, Notches, Weirs, Pipes, and Rivers (Classic Reprint)
Author: John Neville
Publisher: Forgotten Books
Total Pages: 488
Release: 2018-12-15
Genre: Technology & Engineering
ISBN: 9781397230928

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Excerpt from Hydraulic Tables, Coefficients and Formulæ, for Finding the Discharge of Water From Orifices, Notches, Weirs, Pipes, and Rivers Some remarks will be found at page 224 respecting M. Darcy 's new formula for the velocity of water in iron pipes, as given by Morin in his Hydrauliqus. We have, only since those remarks were written, seen the original Mémoire, printed in Tome XV, Mémoires présentés par divers servants d i'académie dee Sciences de l'instz'tut Impén'al de France, Paris, 1858. This Mémoire extends through 263 quarto pages, of which 34 contain tables calculated from the formula. We have not had time to do more than glance through it, but the deduced formula appears to be entirely de rived from the author's experiments. This we con sider, to some extent, objectionable but, however this may be, there can be no doubt that the value Of the coefficient 0, in the formula v z: c s/fi, increases with the inclination, s, as well as with the diameter, 4r, of the pipe; and as M. Darcy's formula makes the value of the multiplier, c, depend alone on the value of r, or 4 r, there appears an omission, in making the coefiicient of friction entirely independent of the hydraulic inclination, and dependent only on the size of the channel. We shall give a few examples, taken at discretion, to show how limited this formula must be in its application. About the Publisher Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at www.forgottenbooks.com This book is a reproduction of an important historical work. Forgotten Books uses state-of-the-art technology to digitally reconstruct the work, preserving the original format whilst repairing imperfections present in the aged copy. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in our edition. We do, however, repair the vast majority of imperfections successfully; any imperfections that remain are intentionally left to preserve the state of such historical works.