Sullivan's New Hydraulics, Consisting of New Hydraulic Formulas and the Rational Law of Variation of Coefficients. Flow and Resistance to Flow in All Classes of Rivers, Canals, Flumes, Aqueducts, Sewers, Pipes, Fire Hose, Hydraulic Giants, Power Mains, No
Sullivan's New Hydraulics, Consisting of New Hydraulic Formulas and the Rational Law of Variation of Coefficients. Flow and Resistance to Flow in All Classes of Rivers, Canals, Flumes, Aqueducts, Sewers, Pipes, Fire Hose, Hydraulic Giants, Power Mains, No
Excerpt from Sullivan's New Hydraulics, Consisting of New Hydraulic Formulas and the Rational Law of Variation of Coefficients: Flow and Resistance to Flow in All Classes of Rivers, Canals, Flumes, Aqueducts, Sewers, Pipes, Fire Hose, Hydraulic Giants, Power Mains, Nozzles, Reducers, Etc;; With Extensive Tables and Data of Cost of Pipes and Trenching and Pipe Line Construction As all hydraulic formulas are necessarily based on the laws of gravity and of friction, the correctness of such formu las must depend upon their ...
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Excerpt from Sullivan's New Hydraulics, Consisting of New Hydraulic Formulas and the Rational Law of Variation of Coefficients: Flow and Resistance to Flow in All Classes of Rivers, Canals, Flumes, Aqueducts, Sewers, Pipes, Fire Hose, Hydraulic Giants, Power Mains, Nozzles, Reducers, Etc;; With Extensive Tables and Data of Cost of Pipes and Trenching and Pipe Line Construction As all hydraulic formulas are necessarily based on the laws of gravity and of friction, the correctness of such formu las must depend upon their accordance With these laws. If our present understanding and acceptance of these laws is correct, then any formula which violates either of these laws must necessarily be incorrect. It is the object of this vol ume to present the rational law of variation of the coe icient in accordance with our present understanding of the laws of gravity and friction. If those laws are yet unknown it must remain for some future investigator to supply a theoretically correct hydraulic formula. The discussion in the following pages is based on the assumption that those laws are cor rectly known, or nearly so. In the case of Open channels and rivers of irregular cross section, and where the banks alternately diverge and con verge, and the perimeter varies in roughness at different depths of ow, the correct application of any formula will be difficult. In sections 13 and 83 methods are pointed out for ascertaining the value of O in such cases. About the Publisher Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at ... 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.
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