Research Article
May 1977
Principles of Graphical Gradually Varied Flow Model
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VIEW THE REPLYAuthors: Nicholas Kouwen, M.ASCE, Shully I. Solomon, and R. Alex Harrington, AM.ASCEAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 103, Issue 5
Abstract
Any gradually varied flow computation requires the solution of the energy and continuity equations. To this end, many techniques are available. For prismatic channels, the Direct Step Method gives a result without requiring iteration. However, for nonprismatic channels, it is necessary to resort to some variation of the Standard Step Method, thereby requiring some iterative procedure. A graphical solution, using a simple program to construct a set of curves, can eliminate iteration as well as retain flexibility with regard to flow variations along the reach. To accomplish this, a graphical solution of the energy equation is presented using hydraulic transform graphs for river cross sections along a reach.
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Published In
Journal of the Hydraulics Division
Volume 103 • Issue 5 • May 1977
Pages: 531 - 541
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: May 1977
Published online: Feb 3, 2021
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Authors
Affiliations
Nicholas Kouwen, M.ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Waterloo, Waterloo, Ontario, Canada
Shully I. Solomon
Assoc. Prof., Dept. of Civil Engrg., Univ. of Waterloo, Waterloo, Ontario, Canada
R. Alex Harrington, AM.ASCE
Grad. Student, Dept. of Civil Engrg., Univ., of Waterloo, Waterloo, Ontario, Canada
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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.