Research Article
Jun 1962
Critical Flow in Terms of Hydraulic Equivalents
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VIEW THE REPLYPublication: Journal of the Irrigation and Drainage Division
Volume 88, Issue 2
Abstract
Principle of hydraulic equivalent is presented for study of critical flow in open channels; based on modification of equation of specific energy and introduction of equivalent coefficients, graphs were prepared which, developed originally in metric system and used for many years, will help in analysis of open channels; proposed graphical application is believed to be preferable to usual laborious calculations, particularly when large number of channel solutions are required.
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Published In
Journal of the Irrigation and Drainage Division
Volume 88 • Issue 2 • June 1962
Pages: 1 - 19
Copyright
© 1962 American Society of Civil Engineers.
History
Published in print: Jun 1962
Published online: Feb 11, 2021
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Authors
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Francis S.Y. Lee, F.ASCE
Cons. Engr., Forest Hills, N. Y.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.